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Work Of Reorgnisation Of Rural Water Supply Schemes Of Villages Rama And Sare Ps Badgaon Distt. Udaipur Including One Year Defect Liability Period Under Jjm, udaipur-Rajasthan

Public Health Engineering Department-PHED has published Work Of Reorgnisation Of Rural Water Supply Schemes Of Villages Rama And Sare Ps Badgaon Distt. Udaipur Including One Year Defect Liability Period Under Jjm. Submission Date for this Tender is 13-10-2022. Water Supply Project Tenders in udaipur Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

34101712
Work Of Reorgnisation Of Rural Water Supply Schemes Of Villages Rama And Sare Ps Badgaon Distt. Udaipur Including One Year Defect Liability Period Under Jjm
Open Tender
Indian
Rajasthan
udaipur
13-10-2022

Tender Details

Work Of Reorgnisation Of Rural Water Supply Schemes Of Villages Rama And Sare Ps Badgaon Distt. Udaipur Including One Year Defect Liability Period Under Jjm

Key Value

Document Fees
INR 5000 /-
EMD
INR 843280.0 /-
Tender Value
INR 4.21 Crore /-

BOQ Items

Name of Work: WORK OF RETRO FITTING OF PIPED WATER SUPPLY SCHEME RAME-SAREP.S. BADGAON DISTRICT UDAIPUR UNDER JJM
Sl. No. Item Description
1CONSTRUCTION OF SOURCE TW
2Construction of tube well from ground level and up to 100 mtr depth and above to accommodate housing assembly pipe in all type of unconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work will include lowering of housingand strainer pipe assembly and casing shoe incuding cost of casing shoe, but excluding cost of the casing pipe. The work would be completed afterobtaining sand free water.
3Nominal bore 200 mm dia.
4Add 15% extra on depth more than 150 mtr for drilling beyond 150 mtr depth.
5200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)
6Labour charges for making slots on blank pipes made of ERW MS black pipe of following sizes, the slotting should be as per IS:8110-2000 or as amended up to date.
7Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.
8200 mm dia
9CONSTRUCTION OF SOURCE OW
10Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in lead of 50 mtr. All kinds of soil.
11From 0.00 m to 1.5 m BGL
12Earth work in excavation in foundation trenches or drains including dressing of sides and ramnming of bottoms lift up to 1.5 mtr including traking out the excavated soil and depositing and refilling of jhiri with watering and ramming and deposals of surplus excavted soil as directed with a lead in a 50 mtr including stacking of useful material if available.
13Ordinary rock
14From 1.5 m to 4.5 m BGL
15Hard rock (requiring blasting) usefulmaterial 30 %
16From 4.5 m to 6.0 m BGL
17From 6.0 m to 20 m BGL
18Recovery of Hard rock useful material 30%
19Add extra over item No 2.1 and 2.2 for every additional; lift of 1.5 m or part thereof.
20In ordinary rock and hard rock
21From 1.5 m to 3.0 m BGL
22From 3.0 m to 4.5 m BGL
23From 4.5 m to 6.0 m BGL
24From 6.0 m to 7.5 m BGL
25From 7.5 m to 9.0 m BGL
26From 9.0 m to 10.5 m BGL
27From 10.5 m to 12.0 m BGL
28From 12.0 m to 13.5 m BGL
29From 13.5 m to 15.0 m BGL
30From 15.0 m to 16.5 m BGL
31From 16.5m to 18.0 m BGL
32From18.0 m to 19.5 m BGL
33From 19.5 m to 20.0 m BGL
34Add extra over item no 2.1 and 2.2 for excavation in saturated soil where pumping or bailing out of water is required including shorting strutting where required and dewatering.(Respective applicable rates)
35From 12.0 m to 13.5 m BGL
36From 13.5 m to 15.0 m BGL
37From 15.0 m to 16.5 m BGL
38From 16.5m to 18.0 m BGL
39From18.0 m to 19.5 m BGL
40From 19.5 m to 20.0 m BGL
41Centering & shuttering with ply wood or steel sheets including strutting , propping, barcing both ways with wooden members and removal of form work up to floor three level for:Walls (any thickness) including attached pilasters, buttresses, plinth and string course.Add extra for shuttering in circular work in plan up to dia 10 m over item no 2.6.1
42Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire ) all complete up to floor three level
43Thermo mechanically treated bars (conforming to relevant IS:1786.)
44Providing and layiny in position specified grade of cement concrete for RCC Structure elements upto floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement ; 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement for :
45Walls (any thickness) including attached pilasters buttresses, plinth and string courses fillets columns pillars pears abutments posts struts etc.
46M20 grade nominal mix (with graded stone aggregate 20mm nominal size)
47Structural steel work in single section fixed with connecting plate includingcutting hoisting fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr. height
48In flates, tees, angles & Channals
49In R.S. Joists
50RISING MAIN PIPE LINES
51Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
52100 mm dia DI k-7 pipe
53150 mm dia DI k-7 pipe
54Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines,shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete forlifts up to 1.5 depth and strata as specified. The work also includesdepositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. In all type of soil
55For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm.
56In soft Rock
57For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm.
58In Hard Rock ( Blasting prohibited)
59For dia of pipe up to 150 mm nominal.
60Dismantling of cement concrete pavement for pipe lineand chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.
61Dismantling of flexible pavement for pipe lineand chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be madefor trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.
62Bituminous courses
63Granular courses
64Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work.
65Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work.
66M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
67Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
68Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6
69100 mm dia
70DISTRIBUTION MAIN PIPE LINES
71Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
72100 mm dia DI k-7 pipe
73Providing, lowering, laying and jointing in trenches,  standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M.
7490 mm dia HDPE pipe PE 80 PN6
7575 mm dia HDPE pipe PE 80 PN6
76Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines,shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete forlifts up to 1.5 depth and strata as specified. The work also includesdepositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. In all type of soil
77For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm.
78For HDPE pipe line dia up to 110 mm
79In soft Rock
80For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm.
81For HDPE pipe line dia up to 110 mm
82In Hard Rock ( Blasting prohibited)
83For dia of pipe up to 150 mm nominal.
84Dismantling of cement concrete pavement for pipe lineand chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.
85Dismantling of flexible pavement for pipe lineand chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be madefor trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.
86Granular courses
87Bituminous courses
88Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work.
89Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
90Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
91Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6
9280 mm dia
93100 mm dia
94OHSR AND GLR
95Construction of RCC flat slab Over Head Service Reservoir of following capacityand staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges includingproviding and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height ofground level to top level, chambers for all valves, providing and applying three coats ofcement paintto the external surfaces of container, column, bracing, carbonation paint on external surface of top dome,food grade epoxy paint on internal surface and giving satisfactory hydraulic test and water tightnesstest as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes conducting SBC test, design and proof check of reservoirs (if required), painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr(start of RCC reservoir) and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work .
96100 KL, 18 Mtr staging for Village Sare
97Construction of RCC INTZE type Head Service Reservoir of following capacityand staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges includingproviding and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height ofground level to top level, chambers for all valves, providing and applying three coats ofcement paintto the external surfaces of container, column, bracing, carbonation paint on external surface of top dome,food grade epoxy paint on internal surface and giving satisfactory hydraulic test and water tightnesstest as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes conducting SBC test, design and proof check of reservoirs (if required),painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr(start of RCC reservoir) and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work .
98150 KL capacity1Nos OHSR at near VILLAGE Rama 18 mtr staging
99Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
100100 mm
101150 mm
102Structural steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr height
103In Flates , Tees, angles, & channels
104Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
105Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6
106100 mm dia
107RCC GLSR
108Construction of RCC GLSR of following capacity and stagging consisting of excavation in all types of soils, RCC work, Cement plater with water proofing compund to inner face of the container including refilling, disposing off the surplus stuff, plinth protection, all labour and material charges including providing and fixing of accessories such as ladder, manhole frame and covers, puddle coller,providing and applying three coats of cement paint to the all exposed surface of the container and giving satisfactory hydraulic test and water tightness test as per IS code, etc. Complete all in respect as per design data criteria obligatory requirements and detailed specifications, scope of work and GA drwaings and structure as per the direction of engineer in incharge. Technical specification and scope of the work.
109RCC GLSR, 01 Meter stagging, SBC 10 T/sqm at Sare
110Construction of RCC Circular Ground Service Reservoirs on Hillockof required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab/dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion and food grade epoxy paint to inner face of the container and dome/slab, including refilling and disposing of surplus stuff , all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar,ventilators, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include painting the name of the scheme and other details on the reservoir and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.For capacity up to 500 KL.
111150 KL Capacity at Rama
112providing and fixing double flanged ISI marked DI class K-9 Pipes as per IS 8329 - 2000(amendment up to date) as vertical pipes for RCC Reservoir including specials required such as a duck foot band,bend tee etc. providing clamp at every 3 mtr, jointing materials Suchas nuts bolt rubber packing hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, technical specification specification and scope of work.
113100 mm
114Providing,lowering,laying,aligning,fixing inpositioninpipeline, ResilientSeatedD/F DISluicevalvesofapprovedmake&design standardoffollowingdiacomplete(includingjointing&jointing material)includingallmaterial,labour,testingandcommissioning along with pipe line as per Technical Specification& as per direction of Engineer. Manually operated class PN 1.0. (Category"B")
115100 mm dia
116Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
117100 mm dia
118Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
119Double Flange Duckfoot Bend Upto 300 mm Diameter
120A/F Tee , Bend, Reducer (All End Flanged) Upto 300 mm Diameter
121Structural steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr height
122In Flates , Tees, angles, & channels
123Earth work in excavation in foundationtrenches or drains including dressing of sides and ramming of bottons, lift upto 1.5 mt. including taking the excavated soil and depositing the refilling of Jhiri with watering and ramming and disposal of surplus excavated soil as directed within lead of 50m.
124All kind ofsoil.
125Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost of centering and shuttering-All work up to plinth level. using crusher broken aggregate.
1261:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
127Centering&shutteringwithplywood or steel sheetsincludingstruttings proppingbracing bothwayswithwoodenmembersremovalofform work forup to floor three level for: Walls ( any thickness) including attached pilaster buttresses , plinth and string course
128Centering&shutteringwithplywood or steel sheetsincludingstruttings proppingbracing bothwayswithwoodenmembersremovalofform work forup to floor three level for: Suspended floor, roofs, landings, staircases, balconies girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chajjas, lintels, beams etc.
129RCCworkincluding atteched pilasters ,buttresses, plinth and string coureses, fillets,columns,pillers, abutements, posts etc. upto floor three level including curing,compaction,finishing 1:1.5:3.(M-20).
130Providing and fabricatting reinforcement for RCC work including straightening, cutting, bending, and placing in position in binding (including cost of binding wire) All complete up to floor Three level. Thermomechanically Treated bars (Conforming of relevent IS code)
131Supply and fixing R.C.C. Main holes cover with frame of approved make (Light duty).(450 mm Dia)
132PUMP MACHINERY SARE
133Supply & installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS:8034-2011 (pump) and IS 9283-2013(motor) or amended upto date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories ,jointing of electrical cables upto switch board, testing of submersible pump set and interconnection upto water mains, complete in all respect.
134Up to 5.5 KW (7.5 HP) & head above 120 mtr. (3Nos)
1359.3KW (12.5 HP) & head above 120 mtr. (3 Nos)
136Providing & Lowering in tubewell ISI marked GI Pipe “B" (medium) class as per IS:1239 part I 2004 or amended up to date, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.. 50 mm dia
137Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 3 core 4.0 Sq.mm
138Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 10.0 Sq.mm, 4 core
139Supplying and installing 100 mm diameter sealed diaphragm bourdon type pressure guage of range 0 to 10 Kg including all jointing material as per specification with safety cover
140Supplying and fixing of electric control feeder panel comprising of suitable rating MCCB, fully automatic star-delta starter,over load relay,ampere meter with CTs ,volt meter,phase preventor,suitable starting capacitors,phase indicators,lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter (supplied by DISCOM) All these equipments shall be housed by panel box made from 18 guage MS sheet with powder coating.Panel should be of minimum size 900x600x450 mm with stand(made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having four legs, each leg"s length 18" and double door including in built locking system.The legs should be embedded in M-15 cement concrete platform.The size of CC platform should be equal or bigger than the base size of panel having height of atleast 200 mm ground level.The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 volt AC supply.
141Above 10 HP and up to 15 HP
142PUMP MACHINERY RAMA
143Supply & installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS:8034-2011 (pump) and IS 9283-2013(motor) or amended upto date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories ,jointing of electrical cables upto switch board, testing of submersible pump set and interconnection upto water mains, complete in all respect.
144Up to 9 KW (12.5 HP) & head upto 120 mtr. 02 Nos
145Providing & Lowering in tubewell ISI marked GI Pipe “B" (medium) class as per IS:1239 part I 2004 or amended up to date, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.. 50 mm dia
146Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 3 core 4.0 Sq.mm
147Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 10.0 Sq.mm, 4 core
148Supplying and installing 100 mm diameter sealed diaphragm bourdon type pressure guage of range 0 to 10 Kg including all jointing material as per specification with safety cover
149Supplying and fixing of electric control feeder panel comprising of suitable rating MCCB, fully automatic star-delta starter,over load relay,ampere meter with CTs ,volt meter,phase preventor,suitable starting capacitors,phase indicators,lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter (supplied by DISCOM) All these equipments shall be housed by panel box made from 18 guage MS sheet with powder coating.Panel should be of minimum size 900x600x450 mm with stand(made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having four legs, each leg"s length 18" and double door including in built locking system.The legs should be embedded in M-15 cement concrete platform.The size of CC platform should be equal or bigger than the base size of panel having height of atleast 200 mm ground level.The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 volt AC supply.
150Above 5 HP and up to 10 HP
151Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 80mm dia
152FHTC
153Providing service connection as per technical specification and standard drawing as per relevant IS code (amended upto date) from all kind of water mains up to consumer Meter/ premises (completed job) this job includes digging out suitable size of pets and trench for laying service line in all kind of soil including demolition of cement concrete wbm, black top etc. of all thickness; cutting of CC road / Jhiri by using a concrete cutter machine; depositing and refilling of pit and Jhiri with watering and ramming/ compacting in layers and disposal of surplus excavated soil as directed with in a lead of 50 metre; providing and fixing of all fitting duly approved in accordance with ISO/DTR 9080 as per specification for potable water including approved make of MS clamp with saddle piece gunmetal ferrule 4.0 mm(ISI) make gun metalNRV (isi Make), valve( IS 778) and specials with mdpe pipe pe-80 pn-12.5 as per ISO 4427 below ground level andP&F GI pipe 15mm dia class B (ISI Mark) above ground level in the premises for fixing tap ( maximum lenth with flashing, cleaning, disinfecting and testing of pipe line complete required fo mtr.)P &fservice connection complete in all respect including mm bib cock with foam flow chrome plated with complete brass body including brass handle having good quality with wt 300to 325 gm including accessories with flushing ,cleaning, disinfection and testing of pipe line complete requried for making of service connection complete in all respect includinglabour charges. in addition to the ferrule and orifice of 4 mm dia should also be provided in the service line at the entry point of the consumer"s property in such a way that it should be accessible for inspection of VWSE,PHED and any other authortywhich would be like to be inspect as and when required the service line should be laid at least 45 CM below ground level, except in case of concrete bituminous roads where minimum depth Shal be 20 cm. For detailed specification of MDPE pipeS please refer section technical specifications of bid document. general specification of mdpe pipe shall be under: The raw material Shal be virgin PE-80 blue compound any comply with the requirement of ISO/directive of testing material; 9080with minimum required of strength of 8 kg/ per cm. The raw material shall be Food grade quality pressure rating Shall be 12.5 bar.The Pipe Shal bear iso marking
154Average length up to 05 mtr 20mm dia MDPE pipe.and 02 mtr15mm GI PipeClass B
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