Public Health Engineering Department Tender
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Costs
EMD
₹ 13,25,060Document Cost
₹ 5,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_PHCJA_295025_1Bid Award Id
ViewTender No
ACE PHED UDR 18/2022-23Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://phedwater.rajasthan.gov.in/phed
GEM & Bid Advisory Services
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BOQ Items
Ordinary rock
744.3
-
322
Hard rock (requiring blasting)
-
-
-
Hard rock(blasting prohibited)
744.3
-
674
Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked 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: 5382-1985 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.
-
-
-
100 mm
8270
-
1262
150 mm
-
-
-
Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ 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 CI Sluice valve of Class PN-1.0
-
-
-
80 mm HW
-
-
-
100 mm HW
8
-
7456
Dismantling of cement concrete pavement for pipe line 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 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.
150
-
653
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 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).
150
-
5312
Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valve of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended upto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 , Float Guide- HBT1.HP Orifice- HTB2/ SS, Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS: 6418, Fastners - CS, All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660and two coats of paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work.
-
-
-
Class PN 1.0
-
-
-
40 mm
3
-
10014
50 mm
-
-
-
80 mm
-
-
-
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.
-
-
-
BFM100 mm
6
-
13359
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.
-
-
-
All kind of soil.
20.79
-
164
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.
-
-
-
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
1.89
-
2896
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
64.8
-
282
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.
13.5
-
223
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).
11.09
-
4356
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)
420
-
72
Supply and fixing R.C.C. Main holes cover with frame of approved make (Light duty).(450 mm Dia)
6
-
428
Distribution
-
-
-
Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining suitable for potable water 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, commissioning 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.
-
-
-
150 mm
750
-
1795
100 mm
7530
-
1262
80 mm
800
-
1214
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.
-
-
-
HDPE PE-80 PN-6
-
-
-
75 mm dia
7820
-
187
90 mm dia
15650
-
264
110 mm dia
4300
-
399
Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ 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 CI Sluice valve of Class PN-1.0
-
-
-
80 mm HW
19
-
5432
100 mm HW
13
-
7456
150 mm HW
4
-
11720
For DI PIPE LINE
-
-
-
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:
All kinds of soil
2532.6
-
172
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .:
-
-
-
Ordinary rock
844.2
-
322
Hard rock (requiring blasting)
-
-
-
Hard rock(blasting prohibited)
844.2
-
674
For HDPE PIPE LINE
-
-
-
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:
All kinds of soil
5938.2
-
172
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .:
-
-
-
Ordinary rock
1979.4
-
322
Hard rock (requiring blasting)
-
-
-
Hard rock(blasting prohibited)
1979.4
-
674
Dismantling of cement concrete pavement for pipe line 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 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.
300
-
653
Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 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 made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.
50
-
4033
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 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).
450
-
5312
Removing & Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & non serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block against damaged, including all lead and lift as per Technical specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)
-
-
-
80 mm thick.
2000
-
268
Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved by authority specification and the direction of the Engineer.
Apply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification.
-
-
-
Construction of Valve/ NRV Chambers
-
-
-
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.
-
-
-
All kind of soil.
58.91
-
164
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.
-
-
-
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
5.36
-
2896
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
183.6
-
282
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.
38.25
-
223
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).
31.42
-
4356
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)
1190
-
72
Supply and fixing R.C.C. Main holes cover with frame of approved make (Light duty).(450 mm Dia)
17
-
428
reservoir
-
-
-
Construction and commissioning of RCC flat slab Over Head Service Reservoir of following capacity and staging including all material and labour charges as per the Scope of work and Technical Specification, consisting of the following main activities: -
-
-
-
a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.
c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d) Providing and applying two coats of food grade epoxy paint on the inside surface roof slab, and 600 mm height of the vertical wall.
e) Successfully hydro test and water tightness test as per I.S. code.
f) Providing and applying three coats of anti-carbonation paint on the top surface of the roof slab.
g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.
h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top Slab to bottom Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony and MS ladder with safety cage from balcony to top slab.
-
-
-
j) Providing and fixing water level indicator (float type).
k) Providing and fixing of hand railing all around the balcony, roof and staircase, consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.
l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.
m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).
n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.
o) Lighting arrestor consisting of providing and fixing of 2 Nos. of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm
p) CI/DI puddle collar shall be fixed in the bottom/slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.
q) 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.
r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
-
-
-
Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 15 M
-
-
-
75 KL capacity @ Kaduni
75000
-
27.43
75 KL capacity @ Singawali
75000
-
27.43
Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -
-
-
-
a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.
c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.
e) Conducting successfully hydro test and water tightness test as per I.S. code.
f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.
g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..
h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.
j) Providing and fixing water level indicator (float type).
-
-
-
Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 18 M
-
-
-
100 KL capacity @ Kaduni
100000
-
25.18
100 KL capacity @ Gudel Road
100000
-
25.18
100 KL capacity @ Near Gram Panchayat
100000
-
25.18
150 KL capacity @ Dataradi
150000
-
19.16
Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
-
-
-
100 mm
466
-
1947
150 mm
40
-
2801
Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect.
240
-
5017
Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ 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 CI Sluice valve of Class PN-1.0
-
-
-
100 mm HW
16
-
7456
150 mm HW
2
-
11720
pumping
-
-
-
Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and 2 pole motor operating at syncronised speed of speed 3000 RPM, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.
-
-
-
3.7 KW (5 HP)
-
-
-
5.5 KW (7.5 HP)
3
-
46370
7.5 KW (10 HP)
6
-
52276
9.3 KW (12.5 HP)
-
-
-
Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV) of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660and two coats of black Japan paints conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside. Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410, Hinge Malleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR ,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
-
-
-
Class PN 1.0
-
-
-
80 mm dia
-
-
-
100 mm dia
6
-
6873
Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at syncronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected on C.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.
-
-
-
Centrifugal Monoblock Pump set (Single Stage)
-
-
-
18.5 KW (25.0 HP)
-
-
-
Providing, lowering, aligning, fixing in position in pipe line, DI double flanged resilient seated Dual plate check valave of approved make of following Pressure rating & dia complete, as per API: 594/ API: 598 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, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,Spring SS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) , Insersion rubber of black EPDM 6mm thick .Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
-
-
-
Class PN 1.6 150 mm
-
-
-
Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B" class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.
-
-
-
50 mm dia
160
-
597
Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set.
2
-
600
Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover.
-
-
-
Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. 3 core 4.0 Sq.mm
300
-
163
Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 10.0 Sq.mm, 4 core
170
-
169
Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.
-
-
-
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
-
-
-
80 mm dia
-
-
-
100 mm dia
6
-
9960
150 mm dia
-
-
-
Supply 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 preventer, 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 out from 18 gauge 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 platform 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.
-
-
-
Upto 5 HP
-
-
-
Above 10 HP and up to 15 HP
-
-
-
Above 5 HP and up to 10 HP
6
-
20924.9
Above 15 HP
-
-
-
FHTC
-
-
-
Providing Household Tap Connection as per technical specification and approved drawing as per relevant IS code (amended up to date) from uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PVC/MS saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil (excluding road); depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specification for potable water including MS/PVC saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipe with fittings in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.
Note: Road cut and restoration is not part of this item and paid seperately.
-
-
-
For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
801
-
1429
Providing Household Tap Connection as per technical specification and approved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.
Note: Road cut and restoration is not part of this item and paid seperately.
-
-
-
For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
1043
-
1786
P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore.
1844
-
271
Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be done by using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge..
1000
-
172
Add extra over item no 1.21 & 1.22 for providing 20 mm PE 80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.
2855
-
40
Add extra over item no 1.21 & 1.2 2for providingf 20 mm ISI marked PN16 SDR 7.4 (IS:15801:2008) PPR-C (Three layered) pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.
-
-
-
Tube well
-
-
-
Construction of Tube Well up to 100 mtr. depth in all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe.
-
-
-
Nominal bore 200 mm dia.
200
-
961
Construction of borehole by DTH Rig upto 100 meter depth and above in all types of rocks for tapping water aquifer in hard formation ( non collapsible) to accommodate casing pipe of OD 168.3 mm for encasing pipes 0.5 to 1.0 meter deep in hard rock beyond overburden as specified in code of practice, construction and testing of tube wells (IS: 2800 Part 1): 1991 and (IS: 2800 Part II): 1979 (both amended upto date) the work will not include cost of casing pipe and shall be deemed completed only after obtaining sand free water during pumping. The bore well should have a throughout bore size of 150mm beyond casing pipe for 150 mm dia, nominal bore complete in all respect.
-
-
-
Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes
-
-
-
Providing and incasing of ERW M.S. Black casing pipe of 150 mm dia nominal bore ISI marked (IS: 4270 /2001) of 5.0 mm thickness and weight 20.1 kg/ meter at site of work for drilling of tube well.
-
-
-
Job work charges for slotting work of required width and length of blank M.S. Pipes of OD 219.10 mm for converting these into screen pipes as per IS: 8110-1985 on pipes supplied by the contractor (For Nominal Dia. 200 mm).
-
-
-
Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes
-
-
-
200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)
40
-
2630
Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B" class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.
-
-
-
50 mm dia
250
-
597
Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc.
-
-
-
S&F MS Clamps set of 50 mm wide,12mm thick from flat iron and for the length of 600 mm with nuts and bolts etc.having groove of 65 mm etc. for holding the riser pipe assembly of dia. 65 mm for submersible pump set.
-
-
-
Supply & fixing of ISI marked three core PVC Flat submersible cable as per is 694 :1990 or amended up to date and conductor ar per clas 5 of IS 8130 : 1980 including making connection etc.
-
-
-
3 core 4.0 Sq.mm
408
-
163
4.00 Sqmm 3 core
-
-
-
6.00 Sqmm 3 core
-
-
-
Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.
-
-
-
2.50 Sqmm 3 core
-
-
-
10.0 Sq.mm, 4 core
100
-
169
Providing & fixing of ISI Marked 80mm dia GI pipes (external works) including all jointing material like flanges, tail pieces, bends, reducers etc. complete in all respect
-
-
-
Supplying & Installing 100mm dia mtr. Sealed diaphragm burden type pressure gauge along with all jointing materials Range 0 to 14 kg.cm2
-
-
-
Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.
-
-
-
Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes
-
-
-
50 mm
-
-
-
65 mm
2
-
2160
S&F Tube well cover of M.S. Sheet (3.0mm thick) with nut & bolts complete for casing size
-
-
-
200 mm
2
-
350
150 mm
-
-
-
Supply & Installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to 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 up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect.
-
-
-
7.5 KW (10 HP) &upto 120 mtr.
45
-
5900
For 192mm nominal OD
-
-
-
Supply 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 preventer, 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 out from 18 gauge 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 platform 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.
-
-
-
Above 5.00 HP & up to 7.50 HP
-
-
-
Above 7.50 HP & up to 10.00 HP
-
-
-
Above 5 HP and up to 10 HP
4
-
20924.9
open well
-
-
-
Earth 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 within a lead of 50 meter. All kinds of soil.
240
-
287
From 0m to 2m BGL
-
-
-
Earth 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 and ramming and disposals of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available. in Ordinary rock
258
-
611
From 2 to 4 m BGL
-
-
-
Earth 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 and ramming and disposals of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available. :Hard rock (requiring blasting) useful material 30%
1184
-
883
(From 4 to 20 m BGL)
-
-
-
Less 30% useful material
-
-
-
Add extra over item for every additional lift of 1.5 m or part thereof:
-
-
-
In all kind of soils.
-
-
-
From 1.5 to 3.0m from GL (work upto 1.5 to 2.0 m)
59.28
-
43
In ordinary rock and hard rock.
-
-
-
From 1.5 to 3.0m from GL (work upto 2.0 to 3.0 m)
176.64
-
61
From 3.0 to 4.5m from GL
176.64
-
122
From 4.5 to 6.0m from GL
176.64
-
183
From 6.0 to 7.5m from GL
113.04
-
244
From 7.5 to 9.0m from GL
113.04
-
305
From 9.0 to 10.5m from GL
113.04
-
366
From 10.5 to 12.0m from GL
113.04
-
427
From 12.0 to 13.5m from GL
113.04
-
488
From 13.5 to 15.0m from GL
113.04
-
549
From 15.0 to 16.5m from GL
113.04
-
610
From 16.5 to 18.0m from GL
113.04
-
671
From 18.0 to 19.50 m from GL
113.04
-
732
From 19.50 to 21.00m from GL
37.68
-
793
Add extra over item for excavation in saturated soil where pumping or bailing out of water is required, including shoring strutting where required and dewatering.
-
-
-
In ordinary rock 20%
412.4
-
122.2
In Hard rock (requiring blasting) useful material 20%
1140
-
176.6
Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth 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.
88.8
-
4872
M20 grade Mix (1:1.5:3) (20mm nominal size)
-
-
-
Add extra over item 1 for reinforced cement concrete work for construction of wall of open well in circular work.
-
-
-
Add extra over item no. 1 for reinforced cement concrete work for construction of wall of open well for depth below 4.50 m from ground level
-
-
-
From 4.50 m to 9.0 m (work up to 4.5 to 6.0m)
-
-
-
Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for super structure upto 4.5 m above plinth level for wall (any thickness) including attached pilasters, buttresses, plinth and string course.
977.28
-
282
Add extra for shuttering in circular work in plan up to dia 10 m over item no 4.7.1 to 4.7.2
325.76
-
38.64
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 three level. Hot rolled deformed bars IS:1139
5700
-
72
Structural 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 up to 4.5 Mtr. height in R.S. Joists flats, tees, angles and channels.(Including covering of open well).
2900
-
83
Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50Mtr. and lift up to 1.5Mtr.
360
-
78
Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect.
-
-
-
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.
-
-
-
Construction of Switch Board Room size (2.4 X 3.0 M) at proposed OW
-
-
-
E/W in excavation in foundation trenches or drains I/c dressing of sides & ramming of bottoms lift uputo 1.5m I/c taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50m : for All kind of soil. upto 1.5 M
24.62
-
164
Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
6.98
-
2896
Random rubble masonary for foundation & plinth in CSM 1:6 for above 30 cm thick walls
19.56
-
2072
Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound including two coats of hot blown bitumen (2Kg. per Sqm) complete as per specification with glass strip 3mm thick at a distance of 1m. interval :75 mm thick
17.7
-
391
Random Rubble stone masonry with hard stone in superstucture above plinth level and upto five level above 30 cm and less thick wall in cement sand mortar 1:6 (1-Cement 6-Sand)
17.44
-
2313
S/F stone lintel/bed plates for approved quarry rough dressed inCSM 1:4 upto 15cm thick.
0.6
-
5383
Providing and fixing of 30-40 mm thick stone chhajjas in CSM 1:4 inclding making Gola at junction with wall in CC M-15 grade (1:2:4) drip course : 20 mm thick plastering in CM 1:6 on both faces
5.74
-
597
Half Brick work in partition in super structure upto third storey 7cm. thick (brick on edges) using bricks of class designation 75 : Cement mortar 1:4 (1-Cement:4-coarse sand).
9.72
-
315
Brick work in partition in super structure upto five storey 7cm. thick (brick on edges) using F.P.S. bricks of class designation 75 in :Cement mortar 1:6 (1-Cement:6-coarse sand).
2.16
-
302
Supplying and fixing in walls machine cut and polished stone shelves tands and sills in CM 1:3 with machine cut edgesChittor/Nimbahera 25 to 30 mm thick
1.58
-
633
Supplying and fixing in walls machine cut and polished stone shelves tands and sills in CM 1:3 with machine cut edgesSand or other approved stone 50 mm thick
1.8
-
855
Centering & shuttering with ply wood or steel sheets including shuttering , propping, barcing both ways with wooden members and removal of form work up to floor three level for:Suspended floors, roofs, landings staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blockes sills, chhajjas, lintel, beams etc
17.82
-
223
Providing 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 levelHot rolled deformed bars (IS: 1139)
243
-
69
Providing 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 forBeams, suspended floors, roofs, griders having slopes up to 150 , landings, balconies , shelves ,chajjas, lintels, bands ,plain window, sills ,staircases and spiral staircases.M 20 grade nominal mix ( with graded stone aggregate 20mm nominal size)
3.24
-
5244
Providing brick kharana in CM 1:4 in square pattern over roof of ground floor, 55mm to 60mm thick average.
14.4
-
367
Finishing with 25mm thick cement plaster on roofs in cement sand mortar 1 : 4 mix including water proofing compound @ 2% of cement used, with neat cement, finishing, curing etc. complete in all respect including making of 300 mm x 300 mm square.
14.4
-
212
Random rubble dry stone kharanja under floor
2.88
-
979
Providing blue kota stone flooring, skirting, laid over 20mm thick base of CM 1:4 and jointed with grey cement slurry tomatch the shade of the slab inclg. Rubbing and polishing complete for area of each slab upto 900 sqm, 30mm thick slab.
14.4
-
915
Polished bule kotra stone slabs in steps, walls, pillars having fine machine cut edges laid of 12mm (avera) thick CM 1:3 and jointed with grey cement slurry mixed with pigment to match the shade of the slab inclg. Rubbing and polishing complete 25mm thick slab area 901 to 2001 sqcm.
3.24
-
902
Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :Windows side hung (openable)
3.06
-
2101
Supplying and fixing door window chowkhats and other frames inclg. Anti-termite treatment M.S. flat holdfasts of size 250x40x3mm fixed with M.S. bolt 5mm dia 50mm long duly embedded in CC M-15 grade, Sheesham wood, inferior than grade-I.
0.14
-
72848
Providing and fixing M.S. sheet double leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint.M.S. Sheet 18 S.W.G.
7.2
-
2181.6
Supplying and fixing fixed wire gauge of 14 mexh x 24 gauge without beading with suitable screws at not exceeding 150mm distance.
2.52
-
501
Providing & fixing steel gate, grating & grills made of angles tees, square bars or other flats, black pipe with holdfasts and fittings complete as per designs and drawins inclg. Cutting welding and fabrication with priming coat of red oxide.
80
-
83
Plaster on new surface onwalls inCsM 1:6 inclg. Racking of joints etc. complete fine finished 25mm thick.
80.41
-
162
Plaster on new surface onwalls inCsM 1:6 inclg. Racking of joints etc. complete fine finished 20mm thick.
23.6
-
140
Distempring with oil bound washable distemper of appd. brand to give an even shade incl all scaffolding, New work (two or more coats) over and including scraping and priming coat with cement primer.
58.32
-
43
Finishing wall with water proofing cement paint of appd. brand and manufacture and or required shade to give an even shade inclg. All scaffolding. New work (Three or more coats).
79.2
-
53
Applying priming coat with ready mixed pink or grey primer of approved brand and manufacute on wood work. Hard and soft wood.
26.68
-
29
Painting with enamel paint of appd.brand and manufacute to give an even shade (Two or more coats on New work)
32.8
-
78
Wiring of light point/fan point/ exhaust fan point/call bell point with 1.5 Sq.mm FR PVC insulated unsheathed solid/stranded aluminium conductor1.1 KV grade and 2.5 sq.mm. PVC insulated unsheathed solid/stranded aluminium earth conductor 1.1 KV grade (IS: 694) of approved make in surface/recessd ISI marked medium duty PVC conduit & it's Accessories, round tiles, 18 SWG M.S. box with earthing terminal, 6 Amp switch, 3.0 mm thick phenolic laminated sheet, zinc plated / brass etc. as required. Group 2
-
-
-
i)Short point (upto3mtrs.) Group 2
4
-
155.2
ii)Medium point (up to 6mtrs.) Group 2
2
-
234.4
Wiring of 3 pin 5 Amp light plug point with 1.5Sq.mm FR PVC insulated unsheathed solid/stranded aluminium conductor 1.1 KV grade and 1.5 sq.mm. PVC insulated solid/stranded aluminium conductor 1.1 KV grade(IS: 694) of approved make in surface/ recessed ISI marked medium duty PVC conduit & it's Accessories, round tiles, 18SWG M.S. box with earthing terminal, 6 Amp switch & 6 Amp socket, 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup, Group 2
-
-
-
On board
2
-
195.2
Supplying and drawing FR PVC insulated &unsheathed flexible copper conductor ISI marked(IS:694) of 1.1 KV grade and approved make in existing surface or recessed conduit/casing capping including making connections etc. as required. Group 2
-
-
-
2 x 2.5 sq.mm + 1 x 1.5 sq.mm
50
-
45.1
Supplying and Fixing following sizes (dia) of ISI marked medium duty PVC conduit along with accessories in surface / recessed using saddles, clamps, fastener as required including cutting with wall and making good the same as required
-
-
-
25 mm Group2
60
-
33.6
Providing & fixing recessed/ Surface mounting heavy duty horizontal type sheet steel distribution boards phosphatised/ powder painted complete with copper bus bar, shorting link, neutral link, earth link and din bar, conforming to IS 13032 & IS8623 including making internal DB terminations with copper lugs, testing etc. as required
-
-
-
Single Door (Single Phase) 4 Way Gr 2
6
-
338
Providing & fixing of double ball bearing capacitor start ceiling fan of approved make complete with regulator and other accessories as required.
-
-
-
1200 mm. sweep Group 1
2
-
1451
P& F 18 swg MS recessed fan box, hexagonal/round of size 130 mm dia depth 75 mm, 12 mm dia rod fan hook with 100 mm length extended on each side
2
-
95
Providing and fixing ISI marked 6 amp. flush type switch IS:3854 marked including cutting hole in tile and making connection testing etc. as required : Group 2
18
-
15.2
Providing and fixing ISI marked (IS 1293) 3 pin 6 amp. flush type socket including cutting hole in tile and making connection testing etc. as required : Group 2
6
-
16
Providing & fixing 240/415 Volt MCB of breaking capacity not less than 10 KA (B/C/D tripping characteristic) ISI marked IS 8828(1996)/conforming to IEC 60898 in existing board/sheets including making connection with lugs, testing etc. as required. Group 2
-
-
-
Single Pole & Neutral MCB 6 A to 32 A rating
8
-
332
P&F strip type fluorescent tube fitting fabricated from (CRCA sheet and finished with powder coating/ stove enamelled paint) /(extruded noncorrosive UV resist EP channel) complete with accessories like (OCCB, starter, starter seat)/ EB, rotor holder, terminal block duly prewired with copper conductor including making connection, testing etc. as required . (without tube) Group 2
-
-
-
1 X 36 Watts with OCCB
4
-
315.2
Providing and fixing fluorescent type tube-light rod in existing fixture as required 36/40 watts Group 2
4
-
50.4
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