Sardar Sarovar Narmada Nigam Limited - Gujarat

34443831 constructing addition escape at ch.48.002 km of vallabhipur branch canal including manufacturing, supplying transportation, erection and commissioning of vertical gates along with embedded parts, screw hoists for regulating structure....

Sardar Sarovar Narmada Nigam Limited - Gujarat

34070135 loading, unloading, transporting, repairing and stacking stoplog tiers of regulating structures from kalol store and kevadia & painting of stoplog tiers, radial and vertical gates, cdu, eru and hoist platforms of regulating structures between nmc reach 67.153 km to 105.344 km....

Sardar Sarovar Narmada Nigam Limited - Gujarat

34070132 loading, unloading, transportation, stacking and repairing of stoplogs from bodeli colony to site along with the painting of stoplogs, radial and vertical gates and cdu, eru and hoist platforms of regulating structures ( cr / hr ) between narmada main canal reach 33.426 km to 67.153 km....

Sardar Sarovar Narmada Nigam Limited - Gujarat

34035522 work of painting of radial & vertical gates / structures of cr / hr / escape structures of kachchh branch canal from ch. 45.00 km to 82.30 km for year 2022 23. ( only for painting ) ...

Sardar Sarovar Narmada Nigam Limited - Gujarat

34034429 work of painting of radial & vertical gates / structures of cr / hr / escape structures of kachchh branch canal from ch. 0.00 km to 45.00 km for year 2022 23. ( only for painting ) ...

Sardar Sarovar Narmada Nigam Limited - Gujarat

34016090 tender for loading, unloading, transportation, skating and repairing and stoplog tyres of regulating structures from kalol store and kevadia and painting of stoplogs tyres, redial and vertical gates, cdu, eru and hoist platform of regulating structures between narmada main canal....

Sardar Sarovar Narmada Nigam Limited - Gujarat

34016034 tender for loading, unloading, transportation, skating and repairing of stoplog from bodeli colony to site along with the painting of stoplog, redial and vertical gates and cdu, eru and hoist platform of regulating structures between narmada canal....

Narmada Water Resources - Gujarat

33330053 unit rate invited for various types of items for the year 2022 23 1 excavation in all sorts of soil ( including wet and slushy condition of soil ) with yellow, sandy, gravelly soil including soft murrum & h.m. including sorting & stacking and depositing the excavated stuff in uniform layers as and where directed upto lead of 30 mt. and lift as shown below including clearing the site etc. complete. ( including dewatering ) ( a ) for all canal capacity ( a ) 0 to 3 mt. depth 1 excavation in all sorts of soil ( including wet and slushy condition of soil ) with yellow, sandy, gravelly soil including soft murrum & h.m. including sorting & stacking and depositing the excavated stuff in uniform layers as and where directed upto lead of 30 mt. and lift as shown below including clearing the site etc. complete. ( including dewatering ) ( a ) for all canal capacity ( b ) 3 to 6 mt. depth 1 excavation in all sorts of soil ( including wet and slushy condition of soil ) with yellow, sandy, gravelly soil including soft murrum & h.m. including sorting & stacking and depositing the excavated stuff in uniform layers as and where directed upto lead of 30 mt. and lift as shown below including clearing the site etc. complete. ( including dewatering ) ( a ) for all canal capacity ( c ) 6 to 9 mt. depth 1 excavation in all sorts of soil ( including wet and slushy condition of soil ) with yellow, sandy, gravelly soil including soft murrum & h.m. including sorting & stacking and depositing the excavated stuff in uniform layers as and where directed upto lead of 30 mt. and lift as shown below including clearing the site etc. complete. ( including dewatering ) ( b ) for foundation trenches of c.d. work ( a ) 0 to 3 mt.depth 1 excavation in all sorts of soil ( including wet and slushy condition of soil ) with yellow, sandy, gravelly soil including soft murrum & h.m. including sorting & stacking and depositing the excavated stuff in uniform layers as and where directed upto lead of 30 mt. and lift as shown below including clearing the site etc. complete. ( including dewatering ) ( b ) for foundation trenches of c.d. work ( b ) 3 to 6 mt. depth 1 excavation in all sorts of soil ( including wet and slushy condition of soil ) with yellow, sandy, gravelly soil including soft murrum & h.m. including sorting & stacking and depositing the excavated stuff in uniform layers as and where directed upto lead of 30 mt. and lift as shown below including clearing the site etc. complete. ( including dewatering ) ( b ) for foundation trenches of c.d. work ( c ) 6 to 9 mt. depth 1 extra lead charges for lead between 30 mt. to 200 mt. etc. complete. 1 earth work in embankment from borrow pits in all sorts of soil and soft murrum or other suitable strata as directed including breaking the clods and dressing to the design sections including cutting the proud section with lead as under and all lift including site clearing etc. complete ( b ) for all canal capacity ( a ) 0 to 30 mt 1 earth work in embankment from borrow pits in all sorts of soil and soft murrum or other suitable strata as directed including breaking the clods and dressing to the design sections including cutting the proud section with lead as under and all lift including site clearing etc. complete ( b ) for all canal capacity ( b ) 30 to 200 mt. 1 earth work in embankment from borrow pits in all sorts of soil and soft murrum or other suitable strata as directed including breaking the clods and dressing to the design sections including cutting the proud section with lead as under and all lift including site clearing etc. complete ( b ) for all canal capacity ( c ) 200 to 1000 mt. 1 extra lead charges for each additional km lead or part thereof beyond 1.0 km and upto 5.0 km for embankment work including all lifts etc. complete. 1 providing and laying cc 1:2:4 grade using cement, sand and crushed metal including providing and erecting necessary form work, centering, vibrating, smooth finishing, watering and curing as directed with all leads and lifts etc complete. ( a ) sub structures 13 1 providing and laying cc 1:2:4 grade using cement, sand and crushed metal including providing and erecting necessary form work, centering, vibrating, smooth finishing, watering and curing as directed with all leads and lifts etc complete. ( b ) super structures 14 1 providing and laying rcc 1:1.5:3 grade by using cement, sand and crushed metal for different items like copping work, pier cap, abutment cap, wearing coat, skin concrete, solid slab upto 60 cm. thick, barrel of canal syphons, barrel of r.c.c. through, & beams for foundation and super structure as per approved design including providing necessary centering, shuttering and form work, vibrating, smooth finishing, watering and curing as directed with all leads and lifts etc. complete. 15 1 providing and laying foundation concrete of proportion as under by using cement, sand and machine crushed course aggregate laid in situ including necessary temping, smooth finishing, watering and curing as directed with all leads and lifts etc complete. ( a ) pcc 1:3:6 16 1 providing and laying foundation concrete of proportion as under by using cement, sand and machine crushed course aggregate laid in situ including necessary temping, smooth finishing, watering and curing as directed with all leads and lifts etc complete. ( b ) pcc 1:4:8 17 1 backfill with selected earth including ramming consolidation including watering with lead as under and all lifts etc. complete. ( a ) 0 to 30 m 18 1 backfill with selected earth including ramming consolidation including watering with lead as under and all lifts etc. complete. ( b ) 30 to 200 m. 19 1 backfill with selected earth including ramming consolidation including watering with lead as under and all lifts etc. complete. ( c ) 200 to 1000 m 20 1 providing burnt brick masonary 2nd class in cement mortar in 1:5 proportion for foundation & superstructure upto 6.00 mt. height including striking out joints 20 mm deep curing watering finishing joints and providing scaffolding as directed as comp. 21 1 u.c.r. masonary in foundation & superstructure in c.m. indifferent proportion using stones from approved quarry including racking out joints 20mm deep where required including providing scaffolding curing finishing as directed with all lifts etc. complete ( b ) c.m. 1:3 22 1 providing cement plaster of cement & sand to brick masonary including racking out joint with scaffolding finishing watering curing etc. complete. ( b ) 12mm thick c.m. 1:3 23 1 providing and laying 7.5 cms thick cast in situ cement concrete 1:2:4 garde with the use of crushed aggregate for canal lining works including use of all equipments, scaffolding, centering form work etc., with finishing as required to the exposed surface, making asphalt joints as directed and watering and curing ( without sleepers ) with all lead and lifts etc. complete. 24 1 providing and laying 10 cms thick cast in situ cement concrete 1:2:4 grade with the use of crushed aggregates for canal ling works including use of all equipments, scaffolding, centering form work etc, with finishing as required to the exposed surface, making asphalt joints as directed and watering and curing ( without sleepers ) with all lead and lifts etc. comp. 25 1 clearing silt from canal / drain bed by digging the same to the required bed level and gradient including depositing the excavated earth regularly in spoil bank for utilizing the same for preparing the bund after breaking clods as and where directed for lead up to 200 m & lift up to 3 m as under ( excluding weed cutting ) ( item executed by labour ) ( a ) for canal below 20 cusecs. 26 1 clearing silt from canal / drain bed by digging the same to the required bed level and gradient including depositing the excavated earth regularly in spoil bank for utilizing the same for preparing the bund after breaking clods as and where directed for lead up to 200 m & lift up to 3 m as under ( excluding weed cutting ) ( item executed by labour ) ( b ) for canal 20 to 250 cusecs. 27 1 clearing silt from canal / drain bed by digging the same to the required bed level and gradient including depositing the excavated earth regularly in spoil bank for utilizing the same for preparing the bund after breaking clods as and where directed for lead up to 200 m & lift up to 3 m as under ( excluding weed cutting ) ( item executed by labour ) ( c ) for canal 250 to 500 cusecs 28 1 clearing silt from canal / drain bed by digging the same to the required bed level and gradient including depositing the excavated earth regularly in spoil bank for utilizing the same for preparing the bund after breaking clods as and where directed for lead up to 200 m & lift up to 3 m as under ( excluding weed cutting ) ( item executed by labour ) ( d ) for canal above 500 cusecs. 29 1 clearing silt from canal / drain bed by digging the same to the required bed level and gradiant including depositing the excavated earth regularly in spoil bank for utilising the same for preparing the bund after breaking clods as and where directed for all lead & lift by machinary ( a ) for all lead and lift. 30 1 de silting of various structures of canal and distribution system including depositing the same as directed with all lifts and lead for canal syphone, airvent, t.o. kundies etc. complete. a ) canal syphon well 31 1 de silting of various structures of canal and distribution system including depositing the same as directed with all lifts and lead for canal syphone, airvent, t.o. kundies etc. complete. b ) for kundies 32 1 providing & filling the empty bag filled with good selected earth or sand including stitching and laying or stacking as and where directed with all lead and lift etc. complete. 33 1 providing jcb / excavator on site of work including charges of fuel, lubricant, driver etc. complete ( a ) jcb [ market rate ] 34 1 providing tractor with trolly incl. charges of fuel, lubricant and driver etc. no. 35 1 dewatering for head works and allied work, foundation area, pits, trenches with diesel or electrical pumping arrangements including all cost of pipeline, materials, labours as directed with all lift etc. completed. 36 1 jungle clearance of specified category and bushes for canal / dam work as directed with disposing materials etc. complete. ( excluding tree of girth above 0.5 mt. ) ( a ) for light dence 37 1 jungle clearance of specified category and bushes for canal / dam work as directed with disposing materials etc. complete. ( excluding tree of girth above 0.5 mt. ) ( b ) for medium dence 38 1 jungle clearance of specified category and bushes for canal / dam work as directed with disposing materials etc. complete. ( excluding tree of girth above 0.5 mt. ) ( c ) for heavy dence 39 1 clearing the shrubs like akdas, weeds & other vegetation including depositing the same outside and buring etc. complete from canal bed and both slope of banks etc. complete. for canal & drain ( a ) above 7 cumec 40 1 clearing the shrubs like akdas, weeds & other vegetation including depositing the same outside and buring etc. complete from canal bed and both slope of banks etc. complete. for canal & drain ( b ) 0.56 to 7.00 cumec 41 1 clearing the shrubs like akdas, weeds & other vegetation including depositing the same outside and buring etc. complete from canal bed and both slope of banks etc. complete. for canal & drain ( c ) below 0.56 cumec 42 1 clearing the shrubs like akdas, weeds & other vegetation including depositing the same outside and buring etc. complete from canal bed and both slope of banks etc. complete. for canal & drain ( d ) for drain above 15 cumecs 43 1 providing, supplying, laying and fixing in position underground r.c.c. hume pipe of np 2 class pipes as per i.s.i. standard specification of prescribed diameter including filling the joints and with providing necessary collars with cement mortar of proportion c.m. 1:1 inclusive of testing for leakage and working pressure as directed with all cost of materials and labour for all leads and lifts etc. complete. 150 mm dia 44 1 providing, supplying, laying and fixing in position underground r.c.c. hume pipe of np 2 class pipes as per i.s.i. standard specification of prescribed diameter including filling the joints and with providing necessary collars with cement mortar of proportion c.m. 1:1 inclusive of testing for leakage and working pressure as directed with all cost of materials and labour for all leads and lifts etc. complete. 225 mm dia 45 1 providing, supplying, laying and fixing in position underground r.c.c. hume pipe of np 2 class pipes as per i.s.i. standard specification of prescribed diameter including filling the joints and with providing necessary collars with cement mortar of proportion c.m. 1:1 inclusive of testing for leakage and working pressure as directed with all cost of materials and labour for all leads and lifts etc. complete. 300 mm dia 46 1 providing, supplying, laying and fixing in position underground r.c.c. hume pipe of np 2 class pipes as per i.s.i. standard specification of prescribed diameter including filling the joints and with providing necessary collars with cement mortar of proportion c.m. 1:1 inclusive of testing for leakage and working pressure as directed with all cost of materials and labour for all leads and lifts etc. complete. 450 mm dia 47 1 providing, supplying, laying and fixing in position underground r.c.c. hume pipe of np 2 class pipes as per i.s.i. standard specification of prescribed diameter including filling the joints and with providing necessary collars with cement mortar of proportion c.m. 1:1 inclusive of testing for leakage and working pressure as directed with all cost of materials and labour for all leads and lifts etc. complete. 600 mm dia 48 1 providing, supplying, laying and fixing in position underground r.c.c. hume pipe of np 2 class pipes as per i.s.i. standard specification of prescribed diameter including filling the joints and with providing necessary collars with cement mortar of proportion c.m. 1:1 inclusive of testing for leakage and working pressure as directed with all cost of materials and labour for all leads and lifts etc. complete. 750 mm dia 49 1 providing, supplying, laying and fixing in position underground r.c.c. hume pipe of np 2 class pipes as per i.s.i. standard specification of prescribed diameter including filling the joints and with providing necessary collars with cement mortar of proportion c.m. 1:1 inclusive of testing for leakage and working pressure as directed with all cost of materials and labour for all leads and lifts etc. complete. 900 mm dia 50 1 providing, supplying, laying and fixing in position underground r.c.c. hume pipe of np 2 class pipes as per i.s.i. standard specification of prescribed diameter including filling the joints and with providing necessary collars with cement mortar of proportion c.m. 1:1 inclusive of testing for leakage and working pressure as directed with all cost of materials and labour for all leads and lifts etc. complete. 1050 mm dia 51 1 providing, supplying, laying and fixing in position underground r.c.c. hume pipe of np 2 class pipes as per i.s.i. standard specification of prescribed diameter including filling the joints and with providing necessary collars with cement mortar of proportion c.m. 1:1 inclusive of testing for leakage and working pressure as directed with all cost of materials and labour for all leads and lifts etc. complete. 1200 mm dia 52 1 providing, supplying, laying and fixing in position underground r.c.c. hume pipe of np 2 class pipes as per i.s.i. standard specification of prescribed diameter including filling the joints and with providing necessary collars with cement mortar of proportion c.m. 1:1 inclusive of testing for leakage and working pressure as directed with all cost of materials and labour for all leads and lifts etc. complete. 1500 mm dia no. 53 1 providing murrum on canal service road incl. spreading the same and dressing the top surface in required grade and camber etc. comp. a ) hard murrum 54 1 providing murrum on canal service road incl. spreading the same and dressing the top surface in required grade and camber etc. comp. b ) soft murrum / binding material 55 1 providing and laying hysd / tmt fe 415 steel bar reinforcement for r.c.c. works and anchor bar with providing binding wires including cutting, bending, welding, binding in position hooking, placing in position with all leads & lifts etc. complete. ( b ) tmt fe 415 steel bars 56 1 providing and laying irs / np 3 pipes as conduit, including laying in position as per approved drawing, making joints in c.m. ( 1:1 ) curing testing with all leads and lifts etc complete. ( i ) 900 mm dia ( internal ) 57 1 providing and laying irs / np 3 pipes as conduit, including laying in position as per approved drawing, making joints in c.m. ( 1:1 ) curing testing with all leads and lifts etc complete. ( ii ) 1050 mm dia ( internal ) 58 1 providing and laying irs / np 3 pipes as conduit, including laying in position as per approved drawing, making joints in c.m. ( 1:1 ) curing testing with all leads and lifts etc complete. ( iii ) 1200 mm dia ( internal ) 59 1 providing weep holes 100 or 110 mm dia. pipe in the retaining wall etc complete. ( a ) a.c.pipe 2 mt. long 60 1 providing weep holes 100 or 110 mm dia. pipe in the retaining wall etc complete. ( b ) p.v.c.pipe ( 6kg / cm2 ) 61 1 providing and lying dry rubble pitching with base of inverted filter as per design and drawing including providing headers or ( pre cast headers of concrete m 15 ) hand packing trimming and dressing of slopes etc. complete for leads as specified and all lifts etc. complete. ( a ) 45 cm thick pitching with 25 cm filter 62 1 providing and lying dry rubble pitching with base of inverted filter as per design and drawing including providing headers or ( pre cast headers of concrete m 15 ) hand packing trimming and dressing of slopes etc. complete for leads as specified and all lifts etc. complete. ( b ) 30 cm thick pitching with 15 cm filter 63 1 providing and lying dry rubble pitching with base of inverted filter as per design and drawing including providing headers or ( pre cast headers of concrete m 15 ) hand packing trimming and dressing of slopes etc. complete for leads as specified and all lifts etc. complete. ( c ) 23 cm thick pitching with 15 cm filter smt. 64 1 providing and lying dry rubble pitching with base of inverted filter as per design and drawing including providing headers or ( pre cast headers of concrete m 15 ) hand packing trimming and dressing of slopes etc. complete for leads as specified and all lifts etc. complete. ( d ) 23 cm thick pitching smt. 65 1 ( e ) 45 cm thick pitching with 15 cm thick graded gravel & metal and 15 cm thick sand filter layer with header stone should be provided as per drawing. smt. 66 1 dismantling road surface including sorting & stacking of useful and unuseful material from the dismantled materials as directed under detailed specifications etc. complete. ( a ) cement concrete cum 67 1 dismantling road surface including sorting & stacking of useful and unuseful material from the dismantled materials as directed under detailed specifications etc. complete. ( b ) asphalt smt. 68 1 dismantling road surface including sorting & stacking of useful and unuseful material from the dismantled materials as directed under detailed specifications etc. complete. ( c ) w.b.m. cum 69 1 dismantling road surface including sorting & stacking of useful and unuseful material from the dismantled materials as directed under detailed specifications etc. complete. ( d ) metal cum 70 1 dismantling masonry in lime or cement & stacking of useful and unuseful material from the dismantled materials as directed under detailed specification etc. comp. ( a ) brick cum. 71 1 dismantling masonry in lime or cement & stacking of useful and unuseful material from the dismantled materials as directed under detailed specification etc. comp. ( b ) stone cum. 72 1 dismantling riprap pitching sorting stacking of useful and unuseful material from the dismantled materials in lead upto 200 mt. as directed under detail specification etc. complete. ( a ) 30 thick pitching with filter 73 1 dismantling riprap pitching sorting stacking of useful and unuseful material from the dismantled materials in lead upto 200 mt. as directed under detail specification etc. complete. ( b ) 45 thick pitching with filter 74 1 dismantling c.c. foundation or flooring sorting & stacking useful and unuseful material from the dismantled materials lead upto 200mt. as directed under detailed specifications etc. comp. 75 1 removing lime or cement plaster including racking out joints 20 mm deep etc. comp. 76 1 removing lime or cement pointing including racking out joints 20 mm deep etc. comp. 77 1 dismantling of rcc work viz. slab, beam, lintle, barrel, staire case, etc. including removing the steel from the dismantled portion without damage to reinforcement sorting and stacking of useful and unuseful material from the dismantled material directed under detailed specifications etc.comp. 78 1 removing the damaged precast cc block lining including breaking the joints, removing the same sorting and stacking useful and unuseful material from dismantled material upto lead of 200 mt. directed under detail specification complete. ( a ) up to 7.50cm thick 79 1 removing the damaged precast cc block lining including breaking the joints, removing the same sorting and stacking useful and unuseful material from dismantled material upto lead of 200 mt. directed under detail specification complete. ( b ) up to 7.50cm thick incl. base layer of ldpe, sand and plaster. 80 1 dismantling the rubble pitching including sorting out and stacking of useful materials at site upto lead 200 including removing the rubbish as directed etc. complete. ( i ) 23 cm thick pitching 81 1 dismantling the rubble pitching including sorting out and stacking of useful materials at site upto lead 200 mt. including removing the rubbish as directed etc. complete. ( ii ) 30 cm thick 82 1 dismantling the rubble pitching including sorting out and stacking of useful materials at site upto lead 200 mt. including removing the rubbish as directed etc. complete. ( iii ) 45 cm thick 83 1 dismantling the rubble pitching including sorting out and stacking of useful materials at site upto lead 200 mt. including removing the rubbish as directed etc. complete. ( iv ) 60 cm thick 84 1 dismantling the existing rcc pipes including sorting out and stacking of the useful material ( pipe ) upto lead 200 mt.as directed under the specification. ( i ) 225mm to 400 mm diameter 85 1 dismantling the existing rcc pipes including sorting out and stacking of the useful material ( pipe ) upto lead 200 mt.as directed under the specification. ( ii ) 450mm to 600 mm diameter 86 1 dismantling the existing rcc pipes including sorting out and stacking of the useful material ( pipe ) upto lead 200 mt.as directed under the specification. ( iii ) 650mm to 900 mm diameter 87 1 dismantling the existing rcc pipes including sorting out and stacking of the useful material ( pipe ) upto lead 200 mt.as directed under the specification. ( iv ) 1000mm to 1200 mm diameter 88 1 providing and fixing marble plate 45cms x 60 cms size including engraving for letters as directed etc. complete. 89 1 box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed upto 50mt.lead 90 1 supplying of graded stone aggregate of following sizes ( for w.b.m. road ) ( 3 ) crushed stone aggregate for hard quality up to 63 mm size 91 1 ( i ) supplying of murrum / binding materials 92 1 spreading the stone aggregate for rolling and w.b.m. including filling the interstices to required camber and gradient 40mm to 63mm size aggreagates ( h.b. ) 93 1 spreading blindage or road crust filling the gaps in metal and leveling to camber and gradient as directed. ( i ) murrum 94 1 rolling and consolidation of soling including filling in depression which occur during the process, with power roller 8 tonne to 12 tonne. 95 1 providing and fixing 1.20 metre high fencing with 2.0 metre long m.s. angle posts 40mm x 40 mm x6 mm and oil painting 3 coats fixed at 2.5 mt, c / c. with five horizontan lines and two diagonals of galvanised steel barbed wire weighting 9.38 kg. per 100 metre, strained and fixed to posts with g.i, staples including fixing the postsin ground with 0.5 m x 0.5.m x 0.5 m. block in c.c1:5:10 etc 96 1 white washing with lime on wall surface ( two coats ) to give an even shade including thoroughly booming the surface to remove all dirt, dust; mortar drops and other foreign matter. 97 1 writing letter or figures on any surface with black japan paint ( stops, comas, hyphens and the like not to be measured and paid for separately ) ( ii ) indian ( letters / figures ) 98 1 providing hitachi excavator on site of work including charges of fuel, lubricant, driver etc. complete ( a ) 210 hitachi excavator 99 1 cleaning the slope of dam within the dam boundary by removing the bushes, shrubs, girth and small trees including depositing the materials as and where directed up to 50 mt. lead and all lift etc. complete. 100 1 dry rolling of earth work with light rollers ( upto 2 ton capacity ) as directed with all lifts etc. complete. 101 1 providing and laying in position reinforce cement concrete using crushed aggregate including providing necessary form work, centering, vibrating, smooth specified finishing, curring as required for specified leads and all lifts etc complete in m 15 grade ( a ) for foundation 102 1 providing and laying in position reinforce cement concrete using crushed aggregate including providing necessary form work, centering, vibrating, smooth specified finishing, curring as required for specified leads and all lifts etc complete in m 15 grade ( b ) for staunching rings / coping and stilling basin etc. 103 1 providing and laying in position reinforce cement concrete using crushed aggregate including providing necessary form work, centering, vibrating, smooth specified finishing, curring as required for specified leads and all lifts etc complete in m 15 grade ( c ) for walls, including top and bottom slab of outlet sluice etc complete. 104 1 providing and laying in position reinforce cement concrete using crushed aggregate including providing necessary form work, centering, vibrating, smooth specified finishing, curring as required for specified leads and all lifts etc complete in m 20 grade ( a ) for foundation 105 1 providing and laying in position reinforce cement concrete using crushed aggregate including providing necessary form work, centering, vibrating, smooth specified finishing, curring as required for specified leads and all lifts etc complete in m 20 grade ( b ) for staunching rings / coping and stilling basin etc. 106 1 providing cast in situ controlled concrete m 25 mix for r.c.c. including necessary centering, form work, scaffolding and vibrating, curing finishing as specified with all specified leads and lifts etc. complete. ( a ) pier cap. ( msa 40 mm ) 107 1 providing cast in situ controlled concrete m 25 mix for r.c.c. including necessary centering, form work, scaffolding and vibrating, curing finishing as specified with all specified leads and lifts etc. complete. ( b ) deck slab. ( msa 40 mm ) 108 1 providing cast in situ controlled concrete m 25 mix for r.c.c. including necessary centering, form work, scaffolding and vibrating, curing finishing as specified with all specified leads and lifts etc. complete. ( c ) main & cross girder. ( msa 40 mm ) 109 1 providing and laying rubble for appron ( each stone weighting not less than 40kg. ) including and packing and filing in the interestices with quarry spalls. 110 1 carrying out timber treatment to all wood work including drilling holes and spraying oil based chemical solution on surface of timber work for termite control including labor and material etc. complete. using chlorpyriphos 20 ec as per 6313 2013 part iii ( 1% concentration by mass ) is recommended one litre chemical emulsion diluted with 19 liters of kerosene. total diluted concentration will be 20 liters inclusive of 1 liter chemical emulsion application in drilled holes and 0.75 / litre chemical per one sqmt two coat on wood surface not protected by paint or varnish. applying general insecticide pest control treatment to floors, cupboards etc including labour materials etc. complete. using imidacloprid 30.5 scas per is 6313 part ii ( ( 0.075% concentration by mass ) is recommended 10.5ml chemical diluted with 5 liters of water application 0.5 litre chemical / sqm of surface is recommended as per i.s. carring out plinth treatment to post construction / existing structure by spraying chemical solution for termite control treatment including labour and material consistment with i.s.i specification. using chlordene and chiorpurfiles 20 ec. as per 6131_paret ii consentration weight one percent is recommended i.e one litre 20 ec chemical emulsion with 19 liter give 1 % concrentration inclusive of one litre chemical emulsion appication at the rate of 5 litre chemical / sqm of surface is recommended as per i.s carrying out wall treatment for termite control including spraying with chemical solution in oil base including labour and material using chlorpyriphos 20 ecas per is 6313 part ii ( 1% concentration by mass ) is recommended i.e one litre chemical emulsion diluted with 19 liter oil base. total solution will be 20 liters inclusive of one liter chemical emulsion application at the rate of 7.5 litre chemical / sqm of surface is recommended as per i.s. providing and fixing pre cast concrete kerb stone of gray cement based concrete block 30cm length, 30cm height and 15cm thick of m200 grade concret as per approved design and including excavation the joint with c:m 1:3 ( 1cement:3fine sand ) etc complete. 1 providing and fixing pre cast concrete kerb stone of gray cement based concrete block 30cm length, 30cm height and 15cm thick of m250 grade concret as per approved design and including excavation for fixing in proper line and level, filling the joint with c:m 1:3 ( 1cement:3fine sand ) etc complete. 1 providing and fixing pre cast rubber dye / steel dye inter locking concrete block 60mm thick with grade of concrete m300 pnumatic compressed / vibrated mechanically and as per approved design confirming to is 15658 : 2006 including 35 mm sand layer for levelling and filling the joint with sand in proper line and level as per guidlines of irc : sp 63 2018 etc. complete. 1 providing and fixing window having extruded aluminum colour anodized section frame main outer size 127mm x 38.10mm x 1.35mm @wt. 1.384kg / m, horizontal four track member size 122.20mm x 31.75mm x 0.10mm@ wt 1.205 kg / m, vertical member of size 122.20mm x 31.75mm x 1.50mm @1.398 kg / mt with sliding shutters of horizontal member size 40mm x 18mm x 1.29mm@ 0.456kg / mt , vertical member of size 40mm x 18mm x 1.29mm @ 0.456 kg / mt with 5 mm thick transparent bronze colour tinted float glass with powder coated aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame as per details etc complete for window. 1 providing and fixing window having extruded aluminum colour anodized section frame main outer size 95mm x 24mm x 1.17mm @ wt.of 0.738 kg / mt , horizontal three track member size 92mm x 31.75mm x 1.30mm, @ wt.1.07 kg / mt , vertical member of size 92mm x 31.75mm x 1.50mm @ wt. 1.06 kg / mt with sliding shutters of horizontal member size 40 mmx18mm x1.29mm @ wt.of 0.456 kg / mt, vertical member of size 40mm x 18mm x 1.29 mm @ wt.of 0.456kg / mt / with 5 mm thick transparent bronze colour tinted float glass with powder coated aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame as per details etc 1 providing and fixing window having extruded aluminum colour anodized section frame main outer size 63.50 x 38.10 x 1.95 mm, @ wt 1.094 kg / rmt, horizontal two track member size 61.85 mm x 31.75 mm x 1.20mm @ wt.of 0.695 kg / mt, vertical member of size 61.85 mm x 31.75mm x 1.30 mm @ wt.of 0.659 kg / mt with sliding shutters of horizontal member size 40mm x 18mm x 1.29mm @ wt.of 0.456kg / mt, vertical member of size 40mm x 18mm x 1.29mm @ wt.of 0.456kg / mt, @ wt. 0.457 kg / mt with 5 mm thick transparent bronze colour tinted float glass with powder coated aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame as per details etc complete for window. 1 providing and fixing standared extruded of alluminium section of size 63.50 x 38.10 x 1.95 mm @ wt 1.094kg / rmt with colour anodized alluminium frame with 5 mm thick transparent bronze colour tinted float glass with colour anodized alluminium frame for ventilation with 5 mm thick frosted glass as details etc complete for.window 1 providing and fixing standared extruded of alluminium section of size 63mm x 38.10mm x 1.2mm @ wt. 0.643 kg / mt with colour anodized alluminium frame for ventilation with 5 mm thick frosted glass as details etc complete for ventilation 1 providing and fixing standared extruded of alluminium section of size 63.50 x 38.10 x 1.95 mm, @ wt 1.094kg / rmt with colour anodized alluminium frame with 5 mm thick transparent bronze colour tinted float glass as details etc complete for fix window. 1 provoding and fixing flush door shutters, solid core construction with frame of first class hardwood with cross board and face veneer or plywood face panels, including anodised alluminium butt hinges with necessary screws. ( b ) non decorative type and block board core anodised alluminium butt hinges in flush door shutters ( 2 ) 35 mm thick. 1 providing and fixing 35 mm thick shutters for doors, windows and clerestory windows including indian teak wood frames 10 cm x 7 cm. size including anodized alluminium fixtures and fastenings including primer coat of approved quality and two coats of oil painting etc, complete. ( ii ) fully panelled. 1 providing and fixing 35 mm thick shutters for doors, windows and clerestory windows including indian teak wood frames 10 cm x 7 cm. size including anodized alluminium fixtures and fastenings including primer coat of approved quality and two coats of oil painting etc, complete. ( iii ) partly panelled and partly glazed. 1 providing and fixing 35 mm thick shutters for doors, windows and clerestory windows including indian teak wood frames 12 cm x 7 cm. size including anodized alluminium fixtures and fastenings including primer coat of approved quality and two coats of oil painting etc, complete. ( ii ) fully panelled. 1 providing and fixing 35 mm thick shutters for doors, windows and clerestory windows including indian teak wood frames 12 cm x 7 cm. size including anodized alluminium fixtures and fastenings including primer coat of approved quality and two coats of oil painting etc, complete. ( iii ) partly panelled and partly glazed. 1 providing and fixing 35 mm thick shutters for doors, windows and clerestory windows including indian teak wood frames 12 cm x 7 cm. size including black enamelled iron oxidized fixtures and fastenings including primer coat of approved quality and two coats of oil painting etc, complete. ( ii ) fully panelled. 1 providing and fixing 35 mm thick shutters for doors, windows and clerestory windows including indian teak wood frames 12 cm x 7 cm. size including black enamelled iron oxidized fixtures and fastenings including primer coat of approved quality and two coats of oil painting etc, complete. ( iii ) partly panelled and partly glazed. 1 providing and fixing 35 mm thick shutters for doors, windows and clerestory windows including indian teak wood frames 12 cm x 7 cm. size including black enamelled iron oxidized fixtures and fastenings including primer coat of approved quality and two coats of oil painting etc, complete. ( i ) fully glazed. 1 providing and fixing 35 mm thick shutters for doors, windows and clear story windows including anodised alluminium butt hinges with necessary screws. ( a ) indian teak wood ( ii ) fully glazed. 1 providing and fixing 35 mm thick shutters for doors, windows and clear story windows including anodised alluminium butt hinges with necessary screws. ( a ) indian teak wood ( iii ) partly panelled and partly glazed. 1 providing and fixing 35 mm thick shutters for doors, windows and clearstory windows including blackenamelled m.s. butt hinges with necessary screws. ( a ) indian teak wood. ( i ) fully panelled. 1 painting two coats of synthetic enamel with one coat of primer of approved shade on steel surface to give an even shade including cleaning the surface of all dirt, dust, corrosion and other foreign matter etc complete as per specification. 1 painting two coats of aluminium paint on steel surface to give an even shade including cleaning the surface of all dirt, dust, corrosion and other foreign matter etc complete as per specification. 1 cleaning and painting u / s faceof skin plate of radial / vertical gate by applying one coat of zinc primer red oxide and two coats of black shade epoxy paint including cost of material, labour tools safety arrangements, scaffolding etc complete 1 providing epoxy plaster 6 to 8 mm average thickness including filling of all pot holes / ditches with epoxy mortar up to required depth by using resin, hardner and aggregates confirming i.s. 9162 in proportion 0.7:0.3:6.5 by weight on exposed damaged, old and rough surfacel of spillway with proper application of necessary primer coat of resign and hardner in proportion 2:1 by weight confirming i.s. 9197 to give proper bond between old surface and epoxy plaster incuding necessary cleaning, cheeping of old surface of existing concrete including scaffolding, tool bars for job with all labour including all lifts etc. complete. 1 providing and fixing the iron rod for steel gates incl. providing big size thread and finishing as required etc. comp. ( a ) dia. of bar 38mm rod for 1.00 rmt length 1 providing and fixing the iron rod for steel gates incl. providing big size thread and finishing as required etc. comp. ( b ) dia. of bar 50mm rod for 1.00 rmt length 1 providing and fixing the iron rod for steel gates incl. providing big size thread and finishing as required etc. comp. ( c ) dia.of bar 60mm rod for 1.00 rmt length 1 providing and fixing heavy duty c.i nut for steel gates as directed etc. comp. ( a ) 38mm dia bar 1 providing and fixing heavy duty c.i nut for steel gates as directed etc. comp. ( b ) for 50mm to 63mm dia bar 1 providing and fixing 5 m.t hoist c.i top cover as directed etc. comp. 1 providing & fixing m.s. screw gates with capston nut & thrust bearing as per detailed designed with steel r.s.j at top incl. necessary locking arrangements, guide channel at bottom & fastening & 3 coats oil painting for main outlet. 1 providing m.s plate, channel & angle etc. as required of required sizes for repairing old gates incl. removing the old gate from site removing rust, broken old plates canals etc. as directed & welding fixing the repaired gates & all type of transportation 1 providing and laying soda ash / jute bags filled with good selelcted earth incl. stitching and laying as dsirected etac. com. ( 75 to 100 kg cap. ) 1 lowering / lifting of 3 phase submersible pump set with ms / gi column pipe into bore well inculding checking of therads of each pipe with coupling / welding & jointing cable with fuse unit box / control panel board including fitting accessories by means of mechanised derrick / chain pulley block including satisfactory testing. b ) above 150 to 300 meter depth 1 opening the submersible pump set for fault finding, carryout required repairs reffiting the same with necessary oiling, greasing &overhauling & making pump set in good condition. ( excluding cost of repairing. includes to & from transportation ) ( iii ) 20 hp to 35 hp 1 rewinding of submersible motor by using approved make pvc insulated copper winding cores of suitable size complete with connection. capacity suitable for pump of following size. dismantled matarials to be retained by agency. ( f ) 26 to 35 hp 1 replacement of bronze / carbon thrust, bearing with fibre plastic and housing for ( ii ) 200mm dia 1 replacement of motor brush , upper / lower with follwing material ( a ) bronze ( ii ) 200mm dia 1 replacement of stage casing bowl with nuts and bolts. ( a ) c.i. ( ii ) 200mm dia 1 replacement of bronze impeller with neck ring. ( ii ) 200mm dia 1 replacement of shaft sleeve stainless steel. ( ii ) 200mm dia 1 replacement of bowl bearing / bush ( b ) lead ( ii ) 200mm dia 1 replacement of s.s. shaft for ( a ) 3 stage pump ( ii ) 200mm dia 1 replacement of suction strainer ( ii ) 200mm dia 1 supply of various size of isi marked heavy duty gi column pipe as per is: 1239 part i with latest amendment. ( rates are exclusive of gst ) ( d ) 100 mm dia. 1 pvc insulated flat submersible cable as per detailed technical specifications of r / c of gwssb conforming to is 694, iec 60227 / 60228. ( rates exclusive of gst ) ( g ) 1 r x 3 c x 25.0 mm2 1 3 phase borewell submersible pump sets ( rates exclusive of gst ) electric motor driven borewell submersible pump set confirming to is 8034 and motor confirming to is 9283 working at 3 phase 400 / 440 volt 50 hz ac supply & 2900 rpm. ( 32 ) cat. no.8.2 , discharge in lpm 800, head in mtr 144, motor hp minimum 45 1 jacking of pipes from failed tube well from ground level to 6 meter bgl by heavy duty power crane brought to site of work on rental basis for following size of pipe including carting of recovered pipes from site to sub divisional store as directed.vi ) 100 mm dia from gl to 6.0 meter bgl. 1 jacking of pipes from failed tube well further from 6.00 meter bgl till recovery continues. 100 mm dia 1 job work of loading of ms / gi column pipes of 3 meter length of following size into truck or unloading from the truck and stacking the same in sub divisional store as directed. 100 mm 1 gi fittings ( elbows, nipple, step nipple, union, plug, tee, coupling, reducer ) ( b ) above 65 mm and up to 100 mm 1 supply of various size of isi marked heavy duty gi column pipe as per is: 1239 part i with latest amendment. ( rates are exclusive of gst ) ( d ) 100 mm dia. note: above rates of heavy g.i. column pipes are based on hrc wpi index ( 163.7 ) and zinc wpi index ( 154.6 ) in month of ( november 2021 ) ( without gst ) ...

Sardar Sarovar Narmada Nigam Limited - Gujarat

33311762 annual maintenance contract for the two years 2022 23 & 2023 24 for repairs / maintenance / servicing of radial & vertical gates of cr / syphon / hr / escape structures on kachchh branch canal reach 0.0 to 82.30 km and other branch canal...

Sardar Sarovar Narmada Nigam Limited - Gujarat

32971268 annual maintenance contract for the two years 2022 23 & 2023 24 for repairs / maintenance / servicing of radial & vertical gates of cr / syphon / hr / escape structures on kachchh branch canal reach 0.0 to 82.30 km and other branch canal...

Narmada Water Resources - Gujarat

32412950 online quotation for annual rates for the items of m & r works of dam, checkdam, canals / structures etc. ( completed items ) for the year 2022 23 quarrying, transporting and spreading selected materials from borrow area for raising of embankment work in casing zone section in uniform layers of specified thickness ( upto 23 cm ) as directed including dressing, breaking clods and rolling at requisite moisture content to required dry density with roller of suitable type and watering at omc for lead upto 1 km and all lifts etc. complete. cum 2 extra lead charges for trasporting the borrow area materials for earthen dam beyond the basic lead of 1.0 km unto 5.0 km for each additional km or part there of inclusive of all lift etc complete. km / cum 3 providing and laying dry rubble pitching with 20 cms gravel / metal and 20 cms sand layers as base of inverted graded filter and without header stone but incl. hand packing trimming & dressing of slopes etc complete. ( a ) 30 cms thick stone pitching sq.mt. ( b ) 45 cms thick stone pitching sq.mt. ( c ) 60 cms thick stone pitching sq.mt. 4 providing and laying dry rubble stone pitching without base of inverted filter / murrum bedding and header stone including hand packing & trimming & dressing slopes etc complete. ( a ) 15 cms thick stone pitching sq.mt. ( b ) 23 cms thick stone pitching sq.mt. 5 providing and laying dry rubble pacca pitching with panel ( of size not more than 10 sqmt ) of stone masonary 45 cm thick wall in c.m.1:5, without base, inverted filter and header stone but with 10 cms thick murrum layer ( for base ) inc. hand packing and trimimg and dressing slopes etc. ( a ) 45 cms thick stone pitching with pointing in c.m.1:2 sq.mt. ( b ) 30 cms thick stone pitching with pointing in c.m.1:2 sq.mt. ( c ) 23 cms thick stone pitching with pointing in c.m.1:2 sq.mt. 59 6 providing and laying 60cm dia half round cement pipe for catch water drain and chute drain on berms and down stream slopes of earthen dam incl necy excavation and back filling etc complete. rmt. 7 dewatering for earthen dam and allied works, foundation areas, pits, trenches etcincl cost of pumping machineries, pipe lines, labours diesel / electricity / dg set, etc complete. hp hrs 8 providing and laying rcc np 2 pipe for chute on rear slope incl excavation and back filling, jointing prior with collars, curing etc complete in c.m. 1:1 ( a ) 225mm dia pipe rmt. ( b ) 300mm dia pipe rmt. ( c ) 450mm dia pipe rmt. 9 providing 1.0 ( one ) meter wide steps in on rip rap with trade 30cm, 15cm rise in brick masonry in c.m.1:5 with 23cm wide parapet on both the side incl 10mm thick plaster in c.m. 1:3 on expose faces incl 10cm thick foundation concrete m 10, as per drawing with all lead and lift. rmt. 10 rehandling the excavted stuff incl. stacking as and where directed for all sort of soil, murrum, hard murrum, soft rock, hard rock etc. for specified lead as under and all lift incl. loading unloading transportation etc / complete without rolling and watering. ( a ) lead upto 200 mt. cum ( b ) lead upto 200 mt to 500 mt. cum ( c ) lead upto 500 mt to 1 km. cum 11 providing & laying in position controlled cement concrete using cement sand & crushed metal aggregate by machine mix incl. necessary formworks compaction by mechanical vibrater curing as directed with all lead and lift etc complete. excluding the cost of steel. for foundation concrete. ( a ) concrete grade m 10 and msa 40mm cum ( c ) concrete grade m 15 and msa 40mm cum 12 providing & laying in position controlled cement concrete using cement sand & crushed metal aggregate by machine mix incl. necessary formworks compaction by mechanical vibrater curing as directed with all lead and lift etc complete. excluding the cost of steel.training wall, side wall and general purpose. concrete grade m 15 and msa 40mm cum concrete grade m 20 and msa 40mm cum 60 13 providing & laying in position controlled cement concrete using cement sand & crushed metal aggregate by machine mix incl. necessary formworks compaction by mechanical vibrater curing as directed with all lead and lift etc complete. excluding the cost of steel. ( i ) for bucket and end sill etc. ( a ) concrete grade m 20 and msa 40mm cum ( b ) concrete grade m 20 and msa 80mm cum ( c ) concrete grade m 25 and msa 40mm cum ( ii ) for ogee crest, u / s and d / s face skin concrete ( e ) concrete grade m 20 and msa 40mm cum ( g ) concrete grade m 25 and msa 40mm cum ( iii ) for pier concrete ( i ) concrete grade m 20 and msa 40mm cum ( k ) concrete grade m 25 and msa 40mm cum 14 providing, cutting, bending, binding and fixing in position as per drawing h.y.s.d. bar reinforcement for r.c.c. works and anchor bars incl cost of black annealed 16 to 18 bwg m.s.. wire etc.complete with all lead and lift. m.t. 15 providing, cutting, bending, binding and fixing in position as per drawing tmt bar reinforcement for r.c.c. works and anchor bars incl cost of black annealed 16 to 18 bwg m.s.. wire etc.complete with all lead and lift. ( a ) fe 415 m.t. ( b ) fe 500 m.t. ( c ) fe 600 m.t. 16 providing and laying uncoursed rubble masonry in cement and sand mortar by mass and machine mixing incl use of header and bond stones etc and incl scaffolding and finishing to required shape and batter end steps etc as per drawing and racking out the joints, curing etc. complete in all respect.for all lead & lift. cum ( a ) in c.m. 1:5 for foundation and super structure. cum ( b ) in c.m. 1:3 for super structure. cum 17 providing and laying brick masonry using locally available traditional ( 2nd class ) bricks and cement mortar by mass incl striking out joints, curing, finishing and scaffolding etc. complete. a ) in c.m. 1:5 for all lead and lift. cum 18 cement plaster 20mm thick in single coat to stone masonry in c.m. 1:3 incl finishing, curing, scaffolding etc complete. 61 a ) upto 6.0 mt height sq.mt. b ) above 6.0 mt. height sq.mt. 19 cement plaster 15mm thick in single coat to brick masonry in c.m. 1:3 incl. finishing, curing, scaffolding etc complete. a ) upto 6.0 mt height sq.mt. b ) above 6.0 mt. height sq.mt. 20 cement plaster 12mm thick in single coat to cc / rcc / masonry work in c.m. 1:3 including finishing curing scaffolding etc complete. a ) upto 6.0 mt height sq.mt. b ) above 6.0 mt. height sq.mt. 21 sand face type cement plaster 20mm thick in two coat i ) backing coat 12mm thick in c.m. 1:3 and ii ) finishing coat 8mm thick in c.m. 1:2 including finishing curing scaffolding etc complete. a ) upto 6.0 mt height sq.mt. b ) above 6.0 mt. height sq.mt. 22 cement pointing in c.m.1:3 to stone masonry after racking out joints 20mm deep inclscaffolding, watering and curing etc complete. a ) upto 6.0 mt height sq.mt. b ) above 6.0 mt height sq.mt. 23 cement pointing in c.m.1:2 to stone masonry after racking out joints 20mm deep incl.scaffolding watering and curing etc complete. a ) upto 6.0 mt height sq.mt. b ) above 6.0 mt height sq.mt. 24 back filling with selected earth brought from out side borrow area or from excavated useful material including watering ramming, consolidation with pnuematic temping and all lead and lift etc complete. cum 25 excavation in all sort of strata and formations incl. depositing the unuseful excavated stuff as and where directed incl sorting and stacking useful materials as directed upto 200 mt lead and all lift. etc. complete incl. dewatering. in overburden incl. hard murrum. cum in soft rock. cum in hard rock. cum 62 26 prov. & laying in position cement concrete using cement, sand and crushed metal coarse aggregate by mass and machine mix for pcc / rcc including necessory formworks compaction by vibrator, curing as directed with all lead & lift etc complete. ( excluding cost of steel ) for body wall, apron, training wall, sidewall, splay wall, key wall, cut of wall etc. ( a ) concrete 1:3:6 and msa 40mm ( cement level 220 kg / cum ) cum ( b ) controlled concrete grade m 15 and msa 40mm cum 27 prov. & laying in position nominal mix cement concrete using cement, sand & h.b.metal by mass and machine mix for pcc including necessary formworks, compaction, raming, curing as directed with all lead and lift etc complete. for foundation concrete / other general purpose concrete ( 1:3:6 ) metal size 63mm ( cement level 220 kg / cum ) cum 28 providing and fixing in position 100 / 110 mm dia pvc pipe weep holes in the retaining walls / sidewall / abt etc. rmt. 29 providing and fixing in position white marble plate of size 45 x 45 x 1.8 cm incl ingraving the letters as per drawing / as directed etc complete. no. 30 excavation in all sort of strata and formations incl. depositing the unuseful excavated stuff as and where directed incl sorting and stacking useful materials as directed upto 30 mt lead and all lift. etc. complete incl. dewatering. ( depth 0.0 to 3.0 mt ) ( for all type canal & foundation trenches of c.d. works. cum ( a ) in overburden incl. hard murrum. cum ( b ) in soft rock. cum ( c ) in hard rock. cum 31 excavation in all sort of strata and formations incl. depositing the unuseful excavated stuff as and where directed incl sorting and stacking useful materials as directed upto 30 mt lead and all lift. etc. complete incl. dewatering. ( depth 3.0 to 6.0 mt ) ( for all type canal & foundation trenches of c.d. works. cum ( a ) in overburden incl. hard murrum. cum ( b ) in soft rock. cum ( c ) in hard rock. cum 63 32 earth work in embankment from borrow pits in all sort of soil and soft murrum or other suitable strata as directed incl breaking clods and dressing to the design section with lead as under and all lift incl.site clearance etc comp. for all canal capacity& without rolling and watering. 0 to 30 mt lead cum 30 to 200 mt lead cum 200 to 1000 mt lead cum 33 prov. & laying in position nomonal mix cement concrete using cement, sand and crushed aggregate by mass and machine mix for c.c. work incl. necessory formworks centering scaffolding compaction by vibrator, curing as directed with all lead & lift etc complete for general purpose ( a ) concrete 1:3:6 and msa 40mm ( cement level 220 kg / cum ) cum ( c ) controlled concrete grade m 15 and msa 40mm cum 34 compaction of earth work in embankment in layers of 15 to 23 cms at omc to required dry density incl. necessary rolling with vibratory rollers of 10 to 12 tonnes capacity. cum 35 dry rolling of earth work with light rollers of upto 2.0 tonnes capacity as directed with all lift etc complete cum 36 prov. and laying in position controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for r.c.c / cc work including necessary formworks centering scaffolding compaction by vibrator, curing as directed with all lead & lift etc complete excluding the cost of reinforcement. for plinth course & coping ( a ) concrete grade m 15 and msa 20mm cum 37 prov. & laying in position controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for c.c work in canal lining incl. necessory formworks centering scaffolding compaction by vibrator, curing as directed with all lead & lift etc complete incl dressing the bed and trimming the canal section if required and minor filling with murrum / earth as per site condition to the correct profile, incl providing bitumin joints as per drawing and specified interval. ( without using paver machinaries. ) ( b ) for 10cms thick cast in citu canal lining in m 15 grade of conc. with msa 20mm without sleepers. sq.mt. ( d ) for 7.50cms thick cast in citu canal lining in m 15 grade of conc. with msasq.mt. 64 20mm without sleepers. 38 providing, supplying at site, laying and fixing in position under ground, r.c.c hume pipe of np 2 class of bis standard incl filling the joints with cement mortar 1:1 with providing necessary collars etc complete with inclusive of testing with working pressure and all lead and lift. ( a ) 150mm dia. rmt. ( b ) 225 mm dia. rmt. ( c ) 300 mm dia. rmt. ( d ) 450 mm dia. rmt. ( e ) 600 mm dia. rmt. ( f ) 750 / 800 mm dia. rmt. ( g ) 900 mm dia. rmt. ( h ) 1100 mm dia. rmt. ( i 1200 mm dia. rmt. ( j ) 1500 mm dia. rmt. 39 providing 40 mm thick guniting in cement mortar ( 1:2 ) for spillway works by using guniting quipment and air compressor and accessories incl. finishing, curing etc complete with cost of material and labours but excluding cost of irc fabric reinforcement with all lead and lifts. sq.mt. 40 providing and fixing in position i.r.c. fabrics of mesh 6x6 & 10 gauge, reinforcement with necessary nailing in position, overlap etc as directed with all lead and lift etc complete. sq.mt. 41 providing epoxy plaster 6 to 8mm min.thickness incl filling of all pot holes / ditches with epoxy mortar upto req. depth by using resin:hardner: aggregates confirming to is 9162 in proportion 0.7:0.3:6.5, by weight on exposed damaged old and rough suface of spillway / canal strs with proper application of necessary primer coat of resin &hardner in proportion of 2:1 by weight confirming to is 9197 to give proper bond between old surface and epoxy plaster incl necessary cleaning, cheeping of old surface incl scaffolding, tools bars for the job with labour incl. all lead and lift etc complete in all condition dry and wet. sq.mt. 42 clearing the silt from canal / drain bed by digging the same to the required bed level and gradient including depositing the excavated earth regularly on spoil bank for utilising the same for preparing the bund after bracking the clods as and where directed for lead upto 30 mt and lift as under. ( excluding weed cutting ) ( a ) depth 0 to 3.0 mt cum ( b ) depth 3.0 to 6.0 mt cum 65 ( c ) depth 6.0 to 9.0 mt cum ( d ) for every additional 3.0 mt lift cum 43 clearing the shrubs like akadas, weed, and other vegitation including depositing the same out side and burning etc. complete from canal bed & both side slopes and upto outer toe of the bank. ( for canal and drains ) ( a ) upto 0.56 cumecs km ( b ) above 0.56 to 7.0 cumecs km ( c ) above 7.0 cumecs km 44 desilting of various structures of canal and distribution system including depositing the same as directed with all lift and lead for canal syphone, airvent, turn out kundies etc complete. cum 45 jungle clearance of specified category and bushes for canal / dam work as directed with depositing material etc complete. ( excluding tree of grith above 0.5 mt ) a ) upto 2 year old sq.mt. a ) for light dence sq.mt. b ) for medium dence sq.mt. c ) for heavy dence sq.mt. b ) more than 2 year old sq.mt. a ) for light dence sq.mt. b ) for medium dence sq.mt. c ) for heavy dence sq.mt. 46 maintaining of earthen dam by cleaning of slope of e.dam within the dam boundry by removing the bushes, shrubs, girth and small trees including depositing the materials as and where directed up to 50 mt. lead and all lift etc. complete. ( throughtout the year ) . sq.mt. per year 47 painting two coats of synthetic enamel paint, one intermesssdiate coat of 40 micron thickness and one finishing coat of 40 micron thickness of approved shade on steel surface to give an even shade including cleaning the surface of all dirt, dust, corrosion and other foreign matter without damaging exisiting paint etc complete as per specification ( for reviver coat paint ) sq.mt. 48 painting two coats of alluminium paint, one intermediate coat of 40 micron thickness and one finishing coat of 40 micron thickness on steel surface to give an even shade including cleaning the surface of all dirt, dust, corrosion and other foreign matter without damaging existing paint etc complete. ( for reviver coat paint ) sq.mt. 66 49 painting two coats of coal tar based black epoxy paint, one intermediate coat of 150 micron thickness and one finishing coat of 150 micron thickness on steel surface to give an even shade including cleaning the surface of all dirt, dust, corrosion and other foreign matter without damaging existing paint and with cost of all materials, labour, tools, consumables, scaffolding safety measures etc. complete for gates and embedded parts, plateform, grider and or as directed by engineer in charge. ( for reviver coat paint ) sq.mt. 50 spreading the murrum in uniform layer with all lift & as & where directed etc. complete. cum 51 filling the empty bag filled with good selected earth or sand including stiching and laying or stacking as and where directed with all lead and lift etc. complete. no. 52 cleaning the canal bed and both side slopes ( in muddy condition ) scrapping out the shevel, pine, luies, kadusalo and other vegitation by means of manual including silt and depositing the same up to lead of 30mt. and all lift etc complete. sq.mt. 53 providing & fixing outlets gates for canal including all material, labour, fabrication transpotation fixing to site of work with all lead & lift including one coat of primer and two coat of oil painting as directed including handle & locking arrangements etc. complete. kg. 54 providing & fixing h.r. & c.r. gates for canal including all materials, labours, fabrication transporting fixing to site of work all lead & lift including one coat of primer and two coats of oil painting as directed including square threaded screw, bearing, nuts, handles, and locking arrangements etc. complete. kg. 55 providing murrum including spreading the same and dressing the side slope & top surface in required grade and camber with lead upto 5.0 km etc complete. cum 56 cutting and removing green water grass ( pine ) with silt under slushy condition from canal bed or bucket including dispose off and cleaning the surface including removal of silt, debris etc for all lead and lift etc complete as ditected. sq.mt. 67 57 providing and fixing guard stone of precast c.c. m 15 i.r.c. standard and design 75 x 20 x 20 cm including white washing etc complete. ( a ) in earth no. 58 providing & fixing boundry stone of precast c.c. m 15 i.r.c. standard & design 75x20x20 cm. including white washing etc complete. ( a ) in earth no. 59 providing and fixing odinary kilometer stone precast c.c. 1:2:4 including necessary reinforcement as per i.r.c. typedesign in c.c. 1:4:8 including letter and paints etccomplete ( o.d.road & village road type ) 60 providing painting writing sign board of size 400mmx250mm with lettering of 4cm.size on various canal structure including providing to prime coat and applying two coat of yellow oil paint in back ground and letter writing in red oil paint, sign board consists the writing details such as name of canal and its hydraulic details ( ch. cbl. & fsl ) including all labours and materials charges required etc complete. no. 61 cleaning of the spillway gates, leaf arms, tonion and its assembly, foot bridge, dhu etc ones per month, throughout the year.with necessary material, equipment, scaffolding etc complete. ( a ) radial gate size 9.14 x 6.10 mt ( 30’ x 20’ ) gate per year ( b ) radial gate size 12.80 x 8.20 mt ( 41’ x 27’ ) gate per year ( c ) radial gate size 14.33 x 10.67 mt ( 47’x 35’ ) gate per year ( d ) vertical gate size 9.10 x 3.05 mt ( 30’ x 10’ ) gate per year ( e ) vertical gate size 9.10 x 4.50 mt ( 30’ x 15’ ) gate per year 62 excavation for deepening of pond / check dam including transporting and spreading the excavated material for raising of embankment in uniform layer or as directed including dressing, breaking clods etc for lead upto 1 km and all lift without rolling and watering etc complete. cum 63 providing service for security of canal system and maintaining smoothly irrigation water distribution including operating canal regulators and outlets in suitable shifts / round the clock as per instruction of engineer in charge. ha. 68 64 cleaning of the hoeny comb / female wasp, from dam, spillway gates, its assembly, foot bridge h.r.gates , & canal structures, & buildings & any other structures one times of heonycomb one no. no. 65 labour charges for the premonsoon clearing , servicing, grease, and repacing oil c.d.u., e.d.u. mechanisum turnbukle trunion, roller, side roller, guide roller, d.h.u. gear boxes, trunion buckets hoist mechanisum etc all other movable parts for the spillway gates size 30x20 & d.h.unit and replacing cardum compond to wire rope etc. complate for spillway gates. ( a ) radial gate size 9.14 x 6.10 mt ( 30 x 20 ) gate per year ( b ) radial gate size 12.80 x 8.20 mt ( 41 x 27 ) gate per year ( c ) radial gate size 14.33 x 10.67 mt ( 47x 35 ) gate per year ( d ) vertical gate size 9.10 x 3.05 mt ( 30 x 10 ) gate per year ( e ) vertical gate size 9.10 x 4.50 mt ( 30 x 15 ) gate per year 66 labour charses for the clearing, serviving and applying grease to stem rod with clams, screw rod, gear box with replacing oil & all other movable parts for hr gate all size etc complete. for h.r. gates gate per year 67 dismentalling stone / brick masonary& stacking of useful and unuseful material from the dismentalled materials as directed etc complete. ( a ) in cement mortar cum ( b ) in lime mortar cum 68 romoveming plaster including racking out joints 20mm deep etc complete. ( a ) cement plaster sq.mt. ( b ) lime plaster sq.mt. 69 removing cement pointing including racking out joints 20mm deep etc complete. sq.mt. 70 dismentalling of rcc work viz. slab, beam, lintel, barrel, staircase, etc. including removing the steel from the dismentlled portion without damage to reinforcement sorting and stacking of useful and unuseful material from the dismentalled material as directed etc comp. cum 69 71 dismentalling the rubble pithing including sorting out stacking of useful materials at site upto lead 200 mt. including removing the rubbish as directed etc. complete. ( a ) 23 cm thick pithing sq.mt. ( b ) 30 cm thick sq.mt. ( c ) 45 cm thick sq.mt. ( d ) 60 cm thick sq.mt. 72 surveying including chaining, ranging, leveling, jungle cutting etc. complete. alingments survey with cross section at 30 mt interval. km. 73 surveying including chaining, ranging, leveling, jungle cutting etc. complete. alingments survey with cross section at 10 mt interval. km. 74 survying by total station including measuring of alingment of earthen dam / canal and creating the cross section and longitudinal section profile at 30mt interval / or closer as directe and plotting etc complete. the survey work shall be carried ouut for 150 mt distance on both side. km 75 survey by using own total station for the topographical and contour survey work 30x30 mt grid with 0.5 mt contour interval, locating all exiting features with preparation and submission of survey drawing in ao size sheet in one soft copy etc complete. hac. 76 survey by using own total station for the topographical and contour survey work 10x10 mt grid with 0.5 mt contour interval, locating all exiting features with preparation and submission of survey drawing in ao size sheet in one soft copy etc complete. hac. 77 preparing of cross sections and computing lsection and submission in required size paper etc complete. no. ( i ) computing cross section by software 30m interval and submission by softcopy. no. ( ii ) cross section printout a3 size ( extra copy ) no. ( iii ) cross section printout a4 size ( extra copy ) no. 78 computing l section as directed by engineer in charge and submission in charge and submission in a3 or above size paper. no. ( i ) a3 size ( extra copy ) no. ( ii ) a2 size ( extra copy ) no. ( iii ) a1 size ( extra copy ) no. ( vi ) a0 size ( extra copy ) no. 70 79 supplying of graded stone aggregate of following sizes ( for w.b.m. road ) hand broken stone aggregates 25mm. to 90 mm. size. cum 80 supplying of graded stone aggregate of following sizes ( for w.b.m. road ) hand broken stone aggregates 40 mm. to 63 mm. size. cum 81 supplying of crushed stone aggregates lead up to 10.00 km. cum ( i ) 20.00mm cum ( ii ) 10.00 to 20.00 mm cum ( iii ) 40.00mm cum ( iv ) 40.00 to 63 .00 mm cum ( v ) 6.00 to 10.00 mm cum 82 providing fitter outsource services for flood control of dam etc. each 83 providing mason ( 1st class ) outsource services for flood control of dam etc. each 84 providing carpenter ( 1st class ) outsource services for flood control of dam etc. each 85 providing painter outsource services for flood control of dam etc. each 86 providing plumber outsource services for flood control of dam etc. each 87 hire charges for excavator cum loader shawl and drag line incl. fuel charges, oil and all necessary materials for excavation loading unloading, spreading with upper clive cleaner and incl. all taxes and insurance. etc. comp. hrs. 88 hire charges for engaging tractor with trailer driver, diesel fuel for excavation work, transportation of earth, murrum, rubble and other materials etc. for one shift of 8 hour with insurance and all taxes etc comp. hrs. 89 engaging unskilled labour ( labour comm. rate ) per day 90 engaging skilled labour ( labour comm. rate ) per day 91 providing murrum including spreading the same and dressing the side slope & top surface in required grade and camber with lead upto 10.0 km etc complete. cum 71 92 finishing wall with water proofing cement paint of on wall surface ( two coats ) to give an approved brand and manufacture and of required shape even shade after thoroguhly brushing the surface to remove all dirt, and remains of loose powdered materials etc. complete. sqm 93 applying two coats of birla or asian acrylic lappy ( putty ) and two coats of primer of approved brand and manufacture on new wall surface to give an even shade including thoroughly brushing the surface free from mortar dropping and other foreign matter and sand papered smooth sqm 94 distempering ( two coats ) with oil bound distemper of approved brand & manufacturer & of required shade on wall surfaces to give an even shade, over & including a priming coat with a distemper primer of approved brand & manufacture after thoroughly brushing the surface free from mortar dropping & other foreign matter & also including preparing the surface even & sand papered smooth. sqm 95 wall painting ( two coats ) with plastic emulsion paint of approved brand and manufacture on undecorated wall surface to give an even shade including thoroughly brushing the surface free from mortar droppings and other foreign matter and sand papered smooth. sqm 96 providing and laying 24 x 24 vitrified 8mm thick tiles flooring over 20mm ( average ) base of cement mortar 1:6 ( 1 cement:6 coarse sand ) on new surface or fixing on existing flooring by adhesive materials including dismentalling of existing flooring and jointed with colour cement slurry including finished with flush pointing & cleaning the surface etc. complete for antiskit sqm 97 providing and laying white glazed tiles 6mm thick in sikrting risers of steps and dedo on 10mm thick cement plaster 1:3 ( 1 cement:3 coarse sand ) and jointed with white cement slurry ( upto 10 ton ) sqm 98 providing and fixing pre cast rubber dye / steel dye inter locking concrete block 60mm thick with grade of concrete m300 pnumatic compressed by mechanically pressed and as per approved design including 35mm sand layer for levelling and filling the joint with sand in proper line and level etc complete. sqm 72 99 providing and laying broken chine mosaic flooring for terrace using 12 mm to 20 mm broken pieces of glazed tiles to be laid over cement mortar 1:3 to plain or slope and to be tempered to bring mortar creme out upto surface using white cement including rounding off junctions and extending them upto 15 cm along the wall, clearing with water and oxalic acid etc. as directed sqm 100 rolling and consolidation of soiling including filling in depression which occurs during the process with power roller 8 to 12 tonne. sqm 101 box cutting the road surface to proper slop and camber for making a base for road work including removing the excavated stuff and depositing on the roadside slop as directed upto 50 mt. cum 102 white washing with lime on wall surface ( two coats ) to give an even shade including thoroughly booming the surface to remove all dirt, dust, mortar drops and other foreign matter. sqm 103 providing and fixing pre cast concrete kerb stone of gray cement based concrete block 30cm length, 30cm height and 15cm thick of m250 grade concret as per approved design and including excavation for fixing in proper line and level, filling the joint with c:m 1:3 ( 1cement:3fine sand ) etc complete. rmt. 104 finishing wall with weather proof exterior emulsion paint on wall surface ( two coats ) to give an shape even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials etc. complete. sqm 105 steel work, welded in built up sections framed work including cutting, hoisting, fixing in position and applying a priming coat of read lead paint. ( a ) in beam and joists, channels angles tees, flats with connecting plates or angle cleats as in main and cross beams. hip and jack rafters, purlins connected to common rafters and the like....

Narmada Water Resources - Gujarat

32048727 providing and applying oil painting to vertical gates & its component parts, hoist platform. cat walk, hoisting devices etc. @ varanshi water resources project. at bhungaliya ta:kapadwanj dist: kheda...

Narmada Water Resources - Gujarat

31940785 supplying lubricating material and labour charges for servicing and maintenance of radial and vertical gates and 0’feet chanage to 55959’feet change all canal gates of dantiwada reservoir project, dantiwada...

Narmada Water Resources - Gujarat

31932891 replacement of new 22 mm dia. wire rope with new rope socket & pins, providing and fitting of new plummer block, providing and fitting of new dial indicator including dismantling old, providing & fitting of entrance gate at earthen dam , spillway bridge & other misc work for repairing work of vertical gate size 30x10 13 nos of hanol irri. project...

Narmada Water Resources - Gujarat

31923235 repairing & strengthening of two piece vertical gates by fabrication, supply, erection of one piecewith the repairing of cdu mechanism & cover, servicing & repairing of eru cover into two piece, replacement of turnbuckle, connecting link & pin etc. as per actual, drawing & specification for 9 m x 2 m size 8 no. vertical gate of lakroda recharge project....

Narmada Water Resources - Gujarat

31923216 replacement of c.d. unit components like worm reduction gear unit with replacement of magnetic brake drum & flange coupling in vertical gate size.:60’x12’ 24 nos. gate ( sr. no. 1 to 24 ) , 60’x16’ 4 nos. gate ( sr. no. 25 to 28 ) & 60’x14’ 2 nos. gate ( sr. no. 29 & 30 ) & providing, fabricating & erecting new ladder from hoist platform to vertical gate at wasana barrage as per direction & instruction of engineer in charge and as per drawing & specifications....

Narmada Water Resources And Water Supply Department - Gujarat

31906839 tender for repairing and strenthining of two pis vertical gates by fabrcation, supply, erection of one pis with the repairing of cdy machanism and cover, servicing and repairing of eru cover in to two pis replacement of turn buckle, connecting ling and pin etc as per actual drawing and specification....

Narmada Water Resources And Water Supply Department - Gujarat

31906755 tender for replcement of cd unit component like verm reduction gear unit with replacement of megnetic break drum and flange coupling in vertical gate size and providing, fabricating and erecting new ladder from hoist plateform to vertical gate at vasana barrage as per derection and instruction of engineer in charge and as per drawings and specification....

Narmada Water Resources And Water Supply Department - Gujarat

31906673 tender for repairing and strenthning of vertical gates with plumber block, flange coupling, verm reduction, gear unit, tyre coupling, forword reverce gear box, new checkerd plate on hoist platform for coraded portion and dismantling existing to door type cdu cover and make new for door type cdu cover and fabrication, erection of new extension size 600 * 300 mm of hoist platform with required relling and checkerd plate at upstreem site of cdu etc in vertical gate size 30 * 15 15 nos of jawanpura recharge as per drawings and specifications....

Narmada Water Resources - Gujarat

31906513 replacement of rubber seal in gate, forward reverse type gear box in c d unit & modification work in cabin cover of e r unit & other misc repairing work in vertical gate size 30 x 10 10 nos for nimbhani irri. project...

Narmada Water Resources - Gujarat

31756914 dismantling, providing, fabricating & erecting various component such as gate leaf assembly including skin plate, hori. girder, stiffner, end vertical plate, rubber seal, main roller, guide roller, emergency/service gate leaf & 5 m.t capacity screw lift hoist assembly of h.r. well, providing & fitting of approach ladder & other misc. work of vertical gate : 30 × 10 of bantwa kharo scheme....

Narmada Water Resources - Gujarat

31743450 replacement of rubber seal in gate assly. servicing of main roller assly. gate, repairing in c d unit & other misc. repairing work in vertical gate size 30’x10 11 no’s for sabali irri. project...

Narmada Water Resources - Gujarat

31473841 quotation for unit rate of emergency work 2022 23 1 dismentalling the existing brick masonry including sorting out and stacking the useful materials and removing the debries and making good the damage etc. complete as directed. ( b ) in cement mortar 2 dismentalling the existing foundation concrete including disposing the dismentalled stuff including sorting out and stacking the useful materials and removing the debries and making good the damage etc. complete as directed. ( b ) in cement mortar 3 dismentalling the r.c.c. work & disposing off the stuff including stacking of the useful materials etc. complete as directed. ( a ) light reinforcement. ( main bar up to 16 mm dia. ) 4 dismentalling the existing r.c.c.pipes of the following diameter including sorting out and stacking of the useful materials including refilling the trenches etc. complete as directed. ( np 2 pipes ) 4 1 ( a ) 225 mm to 400 mm dia. 4 2 ( b ) 450 mm to 600 mm dia. 4 3 ( c ) 650 mm to 900 mm dia. 4 4 ( d ) 1000 mm to 1200 mm dia. 4 5 ( e ) above 1200 mm dia. 5 excavation of canal / drain in all sorts of soils ( including wet and slushy condition of soil ) including yellow, sandy and gravelly soils & soft murrum including depositing the excavated stuff in uniform layers in canal banks or in spoil banks or as and where directed including dressing the canal section upto lead of 50 meter and lift shown below including clearing the site, dewatering etc. complete. ( manual operation with dewatering ) 5 1 ( a ) up to 1.50 m. 5 2 ( b ) 1.50 to 3.0 m. 5 3 ( c ) 3.0 to 4.50 m. 5 4 ( d ) 4.50 to 6.0 m. 5 5 ( e ) for additional depth slab of 1.50 m or part thereof. no. 6 dewatering the foundation trenches during excavation of canals, drains, foundation tranches, concrete, masonary etc. till completion and diversion of surface and sub surface water by using pumps of suitable capacity either diesel or electrical driven including cost of labour, pipelines etc. for delivery distance beyond 50 meters. 7 extra lead charges for excavated stuff to be dumped or used in banks for lead beyond 50 meter as specified in related items ( excavation by machinary ( including loading & unloading ) 7 1 ( b ) lead beyond 500 meter & but up to 1km. 7 2 ( c ) basic charges for lead beyond 1 km. but up to 2 km. 7 3 ( d ) basic charges for lead beyond 1 km. but up to 3 km. 7 4 ( e ) basic charges for lead beyond 1 km. but up to 4 km. 7 5 ( f ) basic charges for lead beyond 1 km. but up to 5 km. 8 earthwork in embankment from canal borrow pits in all sorts of soil and soft murrum including breaking clods, dressing to the design section with lead up to 50 meter and height of embankment above ground level as under. ( manual without dewatering ) 8 1 ( a ) upto 3 meter. 8 2 ( b ) 3.0 m to 6 m. 8 3 ( c ) 6.0 to 9.00 m. 9 earthwork in embankment using soil, soft & hard murrum excavated from approved borrow area / village tanks etc.including breaking clods, dressing to the design section with lead up to 500 meter and all lifts. ( by jcb 4cx machinary ) 10 earthwork in embankment using soil, soft & hard murrum excavated from approved borrow area / village tanks etc.including breaking clods, dressing to the design section with lead up to 1.0 kilometer and all lifts. ( by poclane machinary ) 11 compaction of selected soil / hard murrum / soft murrum in even thickness of 15 to 20 cms including watering rolling of suitable capacity etc. complete as directed. 12 compaction of selected soil / hard murrum / soft murrum in even thickness of 15 to 20 cms including watering temping with suitable hand rammer etc. complete as directed. 13 de silting of canal / drain with lead upto 50 meter and lift upto 1.50 including dewatering if any required for following depth etc. complete as directed. [ for dry condition ] 13 1 ( a ) for canals above ( 500 cusecs ) 14.17cumecs. 13 2 ( b ) for canals between ( 250 to 500 cusecs ) 7.0 to 14.17cumecs. 13 3 ( c ) for canals between ( 20 to 250 cusecs ) 0.56 to 7.0 cumecs. 13 4 ( d ) for canals below ( 20 cusecs ) 0.56 cumecs. 13 5 ( e ) for every additional lead of every 50 mt. or part there of. ( for canals ) 13 6 ( f ) for every additional lift of every 1.50 mt. or part there of. ( for canals ) 14 removing and destroying the thick gha bajariya from the canal / drain bed under water pool including cutting, carting it away as directed and burning the same etc. complete for all lead and lifts. 14 1 ( a ) canals having 500 cusecs capacity and above 14 2 ( b ) for canals having capacity 500 cusces to 250 cusecs 14 3 ( c ) for canals below 250 cusecs capacity 15 removing and destroying the thick pan kutti or any other acquatic growth from the canal / drain bed under water pool including cutting, carting it away as directed and burning the same etc. complete for all lead and lifts. 15 1 ( a ) canals / drains having 500 cusecs capacity and above 15 2 ( b ) for canals / drains having capacity 500 cusces to 250 cusecs 15 3 ( c ) canals / drains below 250 cusecs capacity 16 excavation of canal / drains in all sorts of soils ( including wet and slushy condition of soil ) including depositing the excavated stuff in uniform layers in canal banks or in spoil banks or as and where directed including dressing the canal section upto lead of 50 meter and all lift including clearing the site etc. complete ( by machinery for canal / drain maintanance ) ( up to 1.5 cumecs capacity of canal / drain ) 17 clearing the canal land width including removing the shrub, bushes, cactus, weeds other vegetation including cutting down trees upot 0.50cm girth and depositing the removed materials outside the canal land width up to lead of 50 meter as directed etc. complete. ( without water pool ) 18 excavation for foundation in all sorts of soil including yellow, sandy, gravelly soil, soft & hard murrum, etc. dry condition including depositing the excavated stuff in uniform layers in banks or as directed etc. complete for lead uo to 1.0 km and all lifts. ( by machinery ) 18 1 ( a ) above water table. 18 2 ( b ) below water table. 19 back fiing the foundation trenches around the structures etc. with selected excavated stuff including watering, ramming, compacting etc. complete. ( by machinary ) 20 providing and laying plain / reinforced ordinery portland cement concrete of various grade with cement, sand and coarse aggregates including centering, shuttering, batching, mixing, transporting, placing, vibrating, smooth finishing, curing etc. complete for all lead and lift. ( machinary based, excluding dewatering ) 20 1 ( a ) foundation ( ii ) m 10 grade. 20 2 ( b ) raft, bottom slab of barel, footing of columns etc. 20 2 1 ( i ) m 15 grade. 20 2 2 ( ii ) m 20 grade. 21 providing and laying plain / reinforced cement concrete of cement, sand and metal ( above 12mm & up to 20mm size ) in following proportion laid in situ including centering, shuttering, temping, smooth finishing, curing etc. complete as directed for all leads and lifts 21 1 ( ii ) 1:4:8 21 2 ( iii ) 1:3:6 21 3 ( iv ) 1:2:4 21 4 ( v ) 1:1.5:3 providing and placing in position reinforcement bars including cutting, bending welding, joints where necessary, hooking etc. complete as per drawing for all lead and lifts. ( b ) tmt 23 providing and fixing in position ( different diameter ) np2 r.c.c pipe with collar including filling and caulking the joints with cement mortar 1:1 proportion, finishing, curing etc. complete for all lead and lifts. 23 1 ( a ) np2 class 225mm dia pipe. 23 2 ( b ) np2 class 300mm dia pipe. 23 3 ( c ) np2 class 450mm dia pipe. 23 4 ( d ) np2 class 600mm dia pipe. 23 5 ( e ) np2 class 750mm dia pipe. 23 6 ( f ) np2 class 800mm dia pipe. 23 7 ( g ) np2 class 900mm dia pipe. 23 8 ( h ) np2 class 1050mm dia pipe. 23 9 ( i ) np2 class 1100mm dia pipe. 23 10 ( j ) np2 class 1200mm dia pipe. 24 manufacture, supply and erection of vertical gate consisting gate leaf, stiffeners, rubber seal, embedded parts as shown in drawings including cost if materials, fabrication, painting, erection in position with all accessories second stage concreting etc complete as per drawing and specifications. open type gates 24 1 1.10x2.50 25 providing and laying plain / reinforced cement concrete lining of 1:2:4 praportion ( conventional mix ) in bed, side slope and curveture including mixing transporting, placing, smooth finishing, curing including dewatering where required ( manually with conventional mix ) 25 1 a ) 7.50 cm in bed ( with water curing ) 25 2 a ) 10.0 cm in bed ( with water curing ) 25 3 c ) 7.50 cm in slope ( with membrane curing ) 25 4 d ) 10.0 cm in slope ( with membrane curing ) 26 providing & laying empty cement bags filled with good selected earth including stiching & laying as and where required. 27 providing and filling asphalt of the approved make and sand in the expansion and contraction joint in the c.c. lining including clearing the joints with water jet 28 providing and fixing in position vertical steel out late gate including fabrication, cutting, welding and two coat oil paint and one coat red oxide ( prime coat ) , greasing etc. complete as per drawing or as [ size 0.45 x 1.00 m ] 29 providing 1 hitachi machine on site for earth work etc. work including all material, driver etc. 30 providing 1 jcb machine on site for earth work etc. work including all material, driver etc....

Narmada Water Resources - Gujarat

31213700 replacement of old vertical gates with new ones 13 no.s, replacement of old hoist platform, main girders, chequered plate, cdu & eru covers etc. with new ones for bhadar tr project as per the drawings, specifications & instructions of the engineer in charge ( dist. porbandar)...

Narmada Water Resources - Gujarat

30766644 painting to vertical gate (9.15mt x 2.74mt) and its mechanisam hoist plateform, hr and misc. work of wahdwan bhogavo 1 irrigation scheme year 2021 22....

Narmada Water Resources - Gujarat

30629360 painting to vertical gate (9.15mt x 2.74mt) and its mechanisam hoist plateform, hr and misc. work of wahdwan bhogavo 1 irrigation scheme year 2021 22....