Public Health Engineering Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
₹ 1,000
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_PHCJA_233978_1Bid Award Id
ViewTender No
SE PHED TONK NIT 12/21-22Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://phedwater.rajasthan.gov.in/phed
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Documents
BOQ Items
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90 mm dia PE80 PN 6
4159
-
82
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110 mm dia PE80 PN 6
100
-
82
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125 mm dia PE80 PN 6
100
-
128
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160 mm dia PE80 PN 6
100
-
180
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Dismantling of cement concrete pavement for pipe line and 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 made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.
148
-
802
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Providing 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 made as per standard trench width specified in tender document and no extra payment shall be 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).
148
-
5138
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Providing, lowering, laying intrenches, aligning, fixingin position and jointing Ductile Iron (DI) ISI arked K-7 . grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining, suitable for potable Water with rubber ring (EPDM) joints as. per IS: 5382-1985including all taxes (Central and local), transportation and freight charges, 'inspection charges, loading/ unloading charges, including cost . of labour and material, .. specials (Tee, bend ete.) satisfactory hydraulic testing, isinfection 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.
-
-
-
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150 mm dia DI k7 pipe
25
-
1644
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Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI 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 by electro 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.
-
-
-
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75 mm dia HDPE PE-80 PN-6
8338
-
162
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90 mm dia HDPE PE-80 PN-6
4159
-
236
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110 mm dia HDPE PE-80 PN-6
100
-
360
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Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI 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 by butt fusion/ electro 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 of pipe shall be in straight length in 6/12 M.
-
-
-
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125 mm dia HDPE PE-80 PN-6
100
-
493
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160 mm dia HDPE PE-80 PN-6
100
-
772
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Providing, 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 vulcanised rubber 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. Suitable support 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.
Manually operated class PN 1.0
-
-
-
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80 mm dia
4
-
7143
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Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6 Distribution System, ESR inlet and outlet
-
-
-
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80 mm dia PN-1.0
2
-
2393
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Construction of RCC valve chamber for different type of valves including earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with hinged cover 100x100x75mm (deep), including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. For Sluice Valve, For 200/250/300 mm dia valve, For EMFs & Bulk flow meter For 80/100/125/150 mm dia valve. Earth work in excavation in foundation trenches 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.
-
-
-
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All kind of soil.
4
-
152
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Providing 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.
-
-
-
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1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
2
-
2507
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Centering & shuttering with plywood or steel sheets including struttings propping bracing both ways with wooden members removal of form work for up to floor three level for: Walls ( any thickness) including attached pilaster buttresses , plinth and string course
14
-
235
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Centering & shuttering with plywood or steel sheets including struttings propping bracing both ways with wooden members removal of form work for up to floor three level for: Suspended floor, roofs, landings, staircases, balconies girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chajjas, lintels, beams etc.
14
-
275
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RCC work including 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).
2
-
4480
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Providing 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)
212
-
70
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Supply and fixing R.C.C. Main holes cover with frame of approved make (Light duty).(450 mm Dia)
2
-
935
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Transmission Earth 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 for lifts up to 1.5 depth and strata as specified. The work also includes depositing 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
-
-
-
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90 mm dia HDPE PE 80 PN 10 pipe
5600
-
82
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Dismantling of cement concrete pavement for pipe line and 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 made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.
16
-
802
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Providing 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 made as per standard trench width specified in tender document and no extra payment shall be 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).
16
-
5138
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Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI 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 by electro 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.
-
-
-
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90 mm dia HDPE PE-80 PN-10
5600
-
333
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SITC of Bulk Flow Meter with removable mechanism class "B" confirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.
Note: Rates are exclusive of tail piece / dismantling joints and earth work.
-
-
-
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BFM 125 mm
2
-
21191
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Providing, 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 vulcanised rubber 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. Suitable support 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. Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6
-
-
-
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80 mm dia
2
-
7143
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Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6 Distribution System, ESR inlet and outlet
-
-
-
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80 mm dia PN-1.0
2
-
2393
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125 mm dia PN-1.0
2
-
3566
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Construction of RCC valve chamber for different type of valves including earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with hinged cover 100x100x75mm (deep), including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. For Sluice Valve, For 200/250/300 mm dia valve, For EMFs & Bulk flow meter For 80/100/125/150 mm dia valve. Earth work in excavation in foundation trenches 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.
-
-
-
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All kind of soil.
11.1
-
152
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Providing 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.
-
-
-
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1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
6.84
-
2507
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Centering & shuttering with plywood or steel sheets including struttings propping bracing both ways with wooden members removal of form work for up to floor three level for: Walls ( any thickness) including attached pilaster buttresses , plinth and string course
42.84
-
235
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Centering & shuttering with plywood or steel sheets including struttings propping bracing both ways with wooden members removal of form work for up to floor three level for: Suspended floor, roofs, landings, staircases, balconies girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chajjas, lintels, beams etc.
42.84
-
275
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RCC work including 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).
4.62
-
4480
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Providing 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)
635.04
-
70
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Supply and fixing R.C.C. Main holes cover with frame of approved make (Light duty).(450 mm Dia)
6
-
935
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Providing and flxing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended upto date), as vertical pipes for RCC Reservoirs including specials required such as duckfoot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all resepect upto and from valve chamber as per direction of EIC, Technical Specification and Scope of work. For extra inlet pipe in Existing OHSR to receive water from Bisalpur and local sources saperately
-
-
-
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100 mm
35
-
1762
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Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). For extra inlet pipe in Existing OHSR to receive water from Bisalpur and local sources saperately
-
-
-
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Upto 300 mm Diameter Double Flange Duckfoot Bend
70
-
162
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Providing, lowering, faying, aligning, fixing in position andjointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523 2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction . of Engineer-in-charge
(excluding earth work).
For extra inlet pipe in Existing/ Proposed OHSR to receive water from Bisalpur and local sources saperately
-
-
-
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A/S Tee , Bend, Reducer (All End Socketed) Upto 300 mm Diameter
105
-
121
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Flange Socket, Spiegot,Hy.Tee. Upto.300mm Diameter
105
-
123
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AIF Tee , Bend, Reducer (All End Flanged) Upto.300mm Diameter
105
-
114
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Double Flange Pipe (upto 1 mtr. length) Upto 300 mm Diameter
105
-
114
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FHTC Providing service connection as per techinical specification and standard drawing as per relevant IS Code ( amended up to date ) from all kind of water mains upto consumer meter/premises (Complete Job). This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil including demolishing 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 & jhiri with watering & ramming / compacting in alyers and disposal of surplus excavated soil as directed with in a lead of 50 meter; providing & fizing 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 peiece gunmetal ferrule 4.0 mm (ISI make), gunmetal NRV (ISI make ), valve (IS: 778) and specials with MDPE pipe PE 80 PN 12.5 as per ISO 4427,below ground level and P&F GI Pipe 15 mm dia. class B (ISI Mark) above ground level in the premises for fixing tap ( max. length 2.0 mtr. ), P & F a 15 mm Bib cock with foam flow crome plated with complete brass complete brass body including brass handle having good quality with wt 300 to 325 gm, including accessories, with flusing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges.In addition to the ferrule, an orifice of 4.0 mm dia. should also be provided in the service line at the entry point of accessible for inspection to VWSC, PHED and any other authority which would like to inspect as and when required. the service line should be laid at least 45 cm below ground level, except in cases of concrete / bituminous roads where minimum depth shall be 20cm. For detailed specifications of MDPE pipes please refer section "Technical Specifications" of bid document. General specifications of MDPE pipes shall be as under : • The raw material shall be virgin PE 80 Blue compund and comply with the requirements of ISO/Directive of testing material: 9080 with minimum required strength of 8 Kg/sq. cm. • The raw material be Food grade quality Pressure rating shall be 12.5 Bar.
• The pipes shall bear ISO marking.
-
-
-
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Average Length upto 05 mtr 20mm dia MDPE pipe and 02 mtr. 15 mm GI pipe Class B
451
-
2249
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Extra length of 20 mm MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.
338
-
40
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OHSR Design & construction of Service reservior reservoirs of required capacity at following places, including its piping, fittings, etc complete in all respect as per the scope of work & specifications given in the tender document for the following sizes .
-
-
-
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Proposed SR Ganeshpura 150 KL Capcity 18 M Stagin
150
-
20649
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Cement, Concrete flooring/ cement plaster/ Cement Concret Road, Plain or RCC work & water retaining works providing and mixing Additive of Synthetic polypropylene Fibrillated mesh fibers free form any reprocess Olefins &comfirming to ASTM C 1116 Type III 4.1.3 Having grade 6mm/12mm /18mm melting point of 165 deg.C., strength600 mpa Sp. Gravity:0.92g/cc, diameter 10-70 microns. It is required in specified ratio @ 0.25% (125 Gm. Fibers in 50 Kg. cement) for use. Mix it directly with contents in rotating site mixer direction of Engineer in charge with all leads and lifts.
1000
-
60
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Pump House and Boundary Wall
-
-
-
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Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect.
50
-
4719
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Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints.
125
-
87
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OPEN WELL
-
-
-
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Centering & shuttering with plywood or steel sheets including
strutting, propping bracing both ways with steel props and removal
of formwork for upto floor five level for Walls (any thickness) including attached pilasters, buttresses plinth and string course
3128
-
235
... More
Add extra for shuttering in circular work (in respective centering and shuttering items) 20 %
3128
-
47
... More
Providing and fabricating reinforcement for R.C.C. work including
straightening, cutting, bending, placing in position and binding
(including cost of binding wire) all complete up to floor five level.
('Original producers' who manufacture billet directly from iron
ores and roll the bilets to produce steel conforming to IS:1786) Cold twisted deformed bars (IS : 1786).
4200
-
68
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Providing and laying in position specified grade of cement concrete
for RCC structural elements upto floor five level including curing,
compaction, finishing with rendering in cement sand mortar 1:3 (1
cement: 3 coarse sand) and making good the joints and cost of
plastizers (if required ) excluding the cost of centering, shuttering
and reinforcement for Walls (any thickness) including attached
pilasters, buttresses, plinth and string courses, fillets, columns,
pillars, piers, abutments, posts and struts etc.
M20 grade Nominal Mix/Design Mix
235
-
4480
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete:
1400
-
72
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Dry sinking of well true and vertical in all type of soil including sand, clay, mixed upto 25% with gravel and river bed stone upto size 300 mm in any direction complete as per drawing and technical specifications.
-
-
-
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For depth upto 5.0 m
80
-
1229
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For depth upto 5.0 m to 10 mtr
80
-
1690
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Wet sinking of well true and vertical in all type of strata like sand, silt clay, mixed upto 25% with gravel, pebbles and river bed stones upto size 300 mm in any direction, requiring operations like chiseling, air and water jetting, knetledge, working of hoist drive grabs, us of skilled divers for removal of isolated of observation and with a minor blasting for localised obstruction under cutting edge, bailing and pumping out water, etc complete.(For measurement internal dia has to be taken)
-
-
-
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For depth from 10 to 15 mtr
80
-
3479
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For depth from 15 to 20 mtr
80
-
4152
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Earthwork in excavation over area (exceeding 30 cm in depth, 1.5 Mtr. In width as well as 10 SQM in plan) for construction of open well, lift up to 1.5 Mtr. including taking out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meter.
-
-
-
... More
All kind of soil. Total depth 25 Mtrs
1451
-
312
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OrdinaryRock Total depth 5 Mtrs
290
-
679
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Add extra over BSR item No 2.39.1 for every additional lift of 1.5 Mtr. Or part there :In all kind of soil
-
-
-
... More
Add extra over BSR item No 2.39.1 for every additional lift of 1.5 Mtr. Or part there :In all kind of soil 1.50 m -3.00 m (Blow GL)
87
-
42
... More
Add extra over BSR item No 2.39.1 for every additional lift of 1.5 Mtr. Or part there :In all kind of soil 3.00 m -4.5 m (Blow GL)
87
-
84
... More
Add extra over BSR item No 2.39.1 for every additional lift of 1.5 Mtr. Or part there :In all kind of soil 4.50 m -6.00 m (Blow GL)
87
-
126
... More
Add extra over BSR item No 2.39.1 for every additional lift of 1.5 Mtr. Or part there :In all kind of soil 6.00 m -7.50 m (Blow GL)
87
-
168
... More
Add extra over BSR item No 2.39.1 for every additional lift of 1.5 Mtr. Or part there :In all kind of soil 7.50 m -9.00 m (Blow GL)
87
-
210
... More
Add extra over BSR item No 2.39.1 for every additional lift of 1.5 Mtr. Or part there :In all kind of soil 9.00 m -10.50 m (Blow GL)
87
-
252
... More
Add extra over BSR item No 2.39.1 for every additional lift of 1.5 Mtr. Or part there :In all kind of soil 10.50 m -12.00 m (Blow GL)
87
-
294
... More
Add extra over BSR item No 2.39.1 for every additional lift of 1.5 Mtr. Or part there :In all kind of soil 12.00 m -13.50 m (Blow GL)
87
-
336
... More
Add extra over BSR item No 2.39.1 for every additional lift of 1.5 Mtr. Or part there :In all kind of soil 13.50 m -15.00 m (Blow GL)
87
-
378
... More
Add extra over BSR item No 2.39.1 for every additional lift of 1.5 Mtr. Or part there :In all kind of soil 15.00 m -16.50 m (Blow GL)
87
-
420
... More
Add extra over BSR item No 2.39.1 for every additional lift of 1.5 Mtr. Or part there :In all kind of soil 16.50 m -18.00 m (Blow GL)
87
-
462
... More
Add extra over BSR item No 2.39.1 for every additional lift of 1.5 Mtr. Or part there :In all kind of soil 18.00 m -19.50 m (Blow GL)
87
-
504
... More
Add extra over BSR item No 2.39.1 for every additional lift of 1.5 Mtr. Or part there :In all kind of soil 19.50 m -21.00 m (Blow GL)
87
-
546
... More
Add extra over BSR item No 2.39.1 for every additional lift of 1.5 Mtr. Or part there :In all kind of soil 21.0m -22.50m (Blow GL)
87
-
588
... More
Add extra over BSR item No 2.39.1for every additional lift of 1.5 Mtr. Or part there :In In all kind of soil 22..5m -24.00m (Blow GL)
87
-
630
... More
Add extra over BSR item No 2.39.1 for every additional lift of 1.5 Mtr. Or part there :In all kind of soil 24.00m -25.50m (Blow GL)
87
-
672
... More
Add extra over BSR item No 2.39.2 for every additional lift of 1.5 Mtr. Or part there :In all kind of soil 25.50m -27.00m (Blow GL)
87
-
1054
... More
Add extra over BSR item No 2.39.2 for every additional lift of 1.5 Mtr. Or part there :In all kind of soil 27.00m -28.50m (Blow GL)
87
-
1116
... More
Add extra over BSR item No 2.39.2 for every additional lift of 1.5 Mtr. Or part there :In all kind of soil 28.50m -30.0m (Blow GL)
87
-
1178
... More
Add 20% extra over item above for excavation in saturated soil where pumping or bailing out of water is required , including shoring strutting where required and dewatering. In all kind of soil (20.00m -30.00M blow GL)
581
-
62.4
... More
Labour charges for horizontal boring 100 mm dia in open well in rocky strata with all types of rock cutting & drilling tools etc including att T & P required for job including dewatering arrangement.
400
-
540
... More
Supply and fixing of ISI marked three core PVC flat submersibile cable as per IS:694:1990 or amanded up to date and conductor as per class 5 of IS 8130:1980 including making connection etc.
-
-
-
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b) 6 Sq..mm 3 core
280
-
204
... More
Providing and laying PVC insulated and PVC sheathed cables of 1.1 KV grade with aluminum conductor of IS 1554 category-I and approved make of including excavation of 30 cm x 75 cm side trench as per IS-1255 15 cm thick under layer of sand II class brick covering, refilling earth in the remaining portion making necessary connection including testing etc of required size 4 core (category-I) make as mentioned in specification. This includes all required Hardware material , termination end with suitable crimping lugs.
-
-
-
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a) 3 core 16 Sq mm
120
-
529
... More
Supply of GI pipes with flanges duly screwed & welded including rubber gaskets, nuts, bolts & washers of 8mm dia complete in all respect . Pipe assembly shall be in 3 M lengths. B Class 50 mm dia
116
-
489
... More
Supply & installation of 3 phase ISI marked submersible motor pump sets five star rating by BEE and as per IS: 8034-2011 (pump) amd IS 9283 -2013 (moter) or amended up to date of approved make of following duty condtion with required accessories induction making connection suitable for tube well /DCB The Job includes lowering of moter pump installation of complete fitting & accessories, jointing of electrical cables up to switch board . testing of submersible pump set and interconnection up to water mains, complete in all respect.
-
-
-
... More
up to 5.5 KW (7.5 HP) & head up to 120 mtr.
20
-
6920
... More
Supply and Fixing of electric control feeder panel comprising of suitablerating MCCB , fully automatic star-delta starter, over load relay, amperemeter with CTs, volt meter, phase preventor, suitable starting capacitorsphase 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 out from 18 guage M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs,each leg's length 18" and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form.The size of CC plateform should be equal or bigger than the base size of panel having height of at least 200 mm from 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.
-
-
-
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Above 5 HP and up to 10 HP
4
-
18290
... More
Recharge Structure E/W in excavation over areas (exceeding 30 cm in depth,1.5 mtr. In width as well as 10 sqm on plan) including disposal of excavated earth lead up to 50m and lift up to 1.5 mtr. Disposed earth to be leveled and neatly dressed.
-
-
-
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(A) All kind of soil.
52
-
150
... More
(B) Ordinary Rock.
30
-
218
... More
Providing 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.
-
-
-
... More
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size ).
0.32
-
2507
... More
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ).
0.74
-
3828
... More
Structural steel work in single section fixed without connecting plate 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. In Flates, Tees, Angles, & Channel etc.
10
-
70
... More
Supply of Coarse Sand .
2.7
-
600
... More
Providing and fixing Grevels
-
-
-
... More
(A) 6 mm nominal size Crusher broken.
1.35
-
650
... More
(B) 20 mm nominal size Crusher broken.
1.35
-
650
... More
(C) 100 mm hand broken.
1.75
-
700
... More
(D) 300 mm hand broken.
13.5
-
550
... More
Plaster on New surface on wall in cement sand mortar 1:3 including raking of Joints etc. complete fine finish. 20 mm thick.
16.5
-
164
... More
Providing & Fixing Wire Mesh: 14 Mesh x 24.0 gauze
24
-
553
... More
Random rubble dry stone kharanja under floor
6
-
684
... More
Providing & Lowering of ISI mark Unplastisized ployvinyl chloride (PVC-U) casing pipe as per IS; 12818 : 2010 or amended upto date and technical specification for tube well or DCB with threading, winding with superior quality of plastic mesh & rope in three layers with end cap complete.
-
-
-
... More
150 mm nominal bore
4
-
594
... More
STONE MASONARY FOR FOUNDATION
Random Rubble Stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in cement sand mortar 1:6 (1 cement : 6 sand)
7
-
2406
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