Public Health Engineering Department Tender
... More
The PHED has issued a formal invitation for competitive bids for the Public Health Engineering Department project, for Construction Of Glsr Open Well And Providing Laying Jointing Of Pipeline With Solarization At Source With Fhtc Work Under Dmft 16th Gc With 1 Year Defeat Liability Period At Village Khara Asan Gp Lambodi Block Kumbhalgarh in Rajsamand, Rajasthan, with an estimated contract value of Rs. 53,02,000. The bid opening date for this tender is 09-06-2025 and the last date for bid submission is 21-06-2025. Interested bidders for Public Health Engineering Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 1,06,040Document Cost
₹ 1,000Tender Fee
₹ 1,500
Summary
Construction Of Glsr Open Well And Providing Laying Jointing Of Pipeline With Solarization At Source With Fhtc Work Under Dmft 16th Gc With 1 Year Defeat Liability Period At Village Khara Asan Gp Lambodi Block Kumbhalgarh
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
2025_PHCJA_477526_1Tender No
SE 22/25-26Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://phedwater.rajasthan.gov.in/phed
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Earth work in excavation in foundation trenches or drains including dressing of sides and ramnming of bottoms lift up to 1.5 mtr including traking out the excavated soil and depositing and refilling of jhiri with watering and ramming and deposals of surplus excavted soil as directed with a lead in a 50 mtr including stacking of useful material if available.
-
-
-
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Ordinary rock
-
-
-
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From 2.5m to 5.0 m BGL
45.22
674
-
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Hard rock (requiring blasting) useful material 30 %
-
-
-
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Fromm 5.0m to 6.0 m BGL
18.09
976
-
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From 6.0 to 20.0 m BGL
200.96
976
-
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Recovery of Hard rock useful material 30%
66
-405
-
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Add extra over item No 2.1 and 2.2 for every additional; lift of 1.5 m or part thereof.
-
-
-
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In All Kind of soil
-
-
-
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From 0.0 to 1.5 m BGL
27.13
-
-
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From 1.5 to 2.5 m BGL
18.09
47
-
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In ordinary rock and hard rock
-
-
-
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From 2.5 to 3.0 m BGL
9.04
67
-
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From 3.0to 4.5 m BGL
27.13
134
-
... More
From 4.5 to 6.0 m BGL
27.13
201
-
... More
From 6.0 to 7.5 m BGL
18.84
268
-
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From 7.5m to 9.0 m BGL
18.84
335
-
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From 9.0 to 10.5 m BGL
18.84
402
-
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From 10.5 to 12.0 m BGL
18.84
469
-
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From 12.0 to 13.5 m BGL
18.84
536
-
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From 13.5 to 15.0 m BGL
18.84
603
-
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From 15.0 to 16.5 m BGL
18.84
670
-
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From 16.5 to 18.0 m BGL
18.84
737
-
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From 18.0 to 19.5 m BGL
18.84
804
-
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From 19.5 to 21.0 m BGL
18.84
871
-
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From 21.0 to 22.0 m BGL
12.56
938
-
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Add extra over item no 2.1 and 2.2 for excavation in saturated soil where pumping or bailing out of water is required including shorting strutting where required and dewatering.(Respective applicable rates)
-
-
-
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From 6.0 to 7.5 m BWL
18.84
248
-
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From 7.5 to 9.0 m BWL
18.84
262
-
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From 9.0 to 10.5 mBWL
18.84
275
-
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From 10.5 to 12.0 m BWL
18.84
289
-
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From 12.0 to 13.5 m BWL
18.84
302
-
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From 13.5 to 15.0 m BWL
18.84
315
-
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From 15.0 to 16.5 m BWL
18.84
329
-
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From 16.5 to 18.0 m BWL
18.84
342
-
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From 18.0 to 19.5 m BWL
18.84
356
-
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From 19.5 to 21.0 mBWL
18.84
369
-
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From 21.0 to 22.0 mBWL
12.56
382
-
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Centering & shuttering with ply wood or steel sheets including strutting , propping, barcing both ways with steel props and removal of form work up to floor Five level for:Walls (any thickness) including attached pilasters, buttresses, plinth and string course.
190
289
-
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Add extra for shuttering in circular work (in respective centering and shuttering items)Sqm 20%
190
57
-
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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 five level
-
-
-
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Thermo mechanically treated bars (conforming to relevant IS:1786.)
750
77
-
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Providing and layiny in position specified grade of cement concrete for RCC Structure 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 excluding the cost of centering shuttering and reinforcement for :
-
-
-
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Walls (any thickness) including attached pilasters buttresses, plinth and string courses fillets columns pillars pears abutments posts struts etc.
-
-
-
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M20 grade nominal mix .
14.5
5609
-
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Structural steel work in single section fixed with 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
-
-
-
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In flates, tees, angles & Channals
350
89
-
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In R.S. Joists
150
89
-
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Random rubble stone masonary for foundation and plinth in cement sand mortar above 30 cm thick wall in:
-
-
-
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Cement Mortar 1:4 ( 1 cement : 4 Sand )
1
3182
-
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Random Rubble stone masonary for superstructure above plinth level one storey height above 30 cm. thick walls in :
-
-
-
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Cement mortar 1:4 ( 1 Cement : 4 Sand )
0.75
3824
-
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Plaster on new surface on wall in cement sand mortar 1:3 including raking of joints etc. complete fine finish:
-
-
-
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20 mm thick
5
211
-
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Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding
-
-
-
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New Work ( Three or more coats)
32.97
53
-
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :12.46.1 Two or more coats on new work
6.99
69
-
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Labour charges for horizontal boring 100 mm dia in open well in rocky strata with all types of rock cutting & drilling tools etc. including all T&P required for
job including dewatering arrangement.
150
626
-
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Construction of R.C.C. GLR Capacity 25 KL.
-
-
-
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Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
3
178
-
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Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available :( Ordinary Rock)
2.5
268
-
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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.
-
-
-
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M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
1.8
3847
-
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M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size).
2.66
4544
-
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Reinforced cement concrete work in walls (anythickness) including attached pilasters, buttresses,plinth and string courses, fillets, columns, pillars,piers, abutments, posts and struts etc. up to 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 cost of centering shuttering and reinforcement:1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20mm nominal size)
7.4
5609
-
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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 Arches, arch ribs, domes, vaults, shells, folded plate, chimneys, shafts , roofs having slope more than 15º ,vertical and horizontal fins individually or forming box louvers, facias and eaves boards M20 grade Nominal Mix / Design Mix
1.75
5561
-
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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.Hot rolled deformed bars (IS : 1139).
500
77
-
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Labour charges for cutting, bending for fabrication and binding reinforcement (plain or tor/ribbed/TMT steel) as per drawing and design for R.C.C. and R.B. work including cost of binding wire with all lead and lift up to floor five level complete.
500
12
-
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Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.
4.5
157
-
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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.
73.5
289
-
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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 :Arches, domes, vaults etc. up to 6 Mtr span.
10.9
879
-
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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 forAdd extra for shuttering in circular work (in respective
centering and shuttering items) :(20% of respective Rate)
88.9
175
-
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Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide
135
96
-
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Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance
1.1
617
-
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Providing and fixing 1mm thick M.S. sheet garrage door shutters with frame of 40 x 40 x 6mm. angle iron 3mm M.S. gusset plates at the junction and corners including all fittings and applying a coat of approved steel primer : (Excluding cost of frames)Using flats 30 x 6mm for diagonal braces and central cross
piece.
0.36
2993
-
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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 50 meter and with all lift.
5
64
-
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Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
1
1024
-
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Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding:New work (Two or more coats applied @ 3.84 kg/10 sqm)
95
53
-
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P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc 80mm dia nominal bore
10
772
-
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P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc.25mm dia nominal bore
15
278
-
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Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated DI D/F Resilient (Soft) seated Gate Valve EPDM Coated DI wedge 100% vaccum light, flange Dimention IS: 14846, of approved make PN 1.6 class and CI Tail Piece- 2 Nos. (IS: 5531- 1988- amended up to date- For CI Plane Ended Specials) of same size of following dia complete including all material like Instren Rubber Sheet of thickness- 6.00 mm (ISI Mark)- For Rubber Sheet), MS Nut Bolts (IS: 1363 Part I-1984- amended up to date), CI Detachable Joint (IS: 8794- 1988 amended up to date), labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (Nominal Dia. in mm)
-
-
-
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Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
-
-
-
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100 mm dia
2
11554
-
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Providing & Installation of pumpsets for pumping water from Proposed Open Well .
-
-
-
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Supplying & installation 100 diameter sealed diaphragm bourden type pressure gauge of range 0 to 10 kg including all jointing material as per specification of safety cover.
1
1243
-
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Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes
-
-
-
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65 mm dia
1
2506
-
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Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material and labour as per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia.
-
-
-
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50 mm dia
1
11801
-
... More
Providing & Fixing of ISI Marked GI Bend 90 Degrees of following sizes including all jointing materials "B" Class
-
-
-
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50mm dia
2
200
-
... More
Supply of MS clamp, set of 50x6 mm flat form iron with nuts and bolts etc. holding the riser pipe assembly of submersible pump set.
2
696
-
... More
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 includ ing making connection etc.
-
-
-
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3 core 4.0 mm2
30
189
-
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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.
-
-
-
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50 mm dia
25
678
-
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Providing, laying and jointing rising mains.
-
-
-
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Providing, lowering, laying in trenches, aligning, fixing in position and jointing in trenches 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 incl. all taxes (Central and Local) transportation and frieght charges, inspection charges, loading/unloadingcharges, 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.( excluding earth work) with excise Duty Exemption. 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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Dia (mm) Type Class
-
-
-
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100 DI K-7
1078
1464
-
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Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths Dl standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 5382 1985 such as tees, bends, tapers, caps etc. within trenches in DI pipe line complere including all marerial, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work)
-
-
-
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AJS Tee , Bend, Reducer (All End Socketed)
-
-
-
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Upto 300 mm Diameter
50
145
-
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Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended up to 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,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 or Screwed type shall have external pipe threads conforming to IS 554 Fasteners - CS Epoxy paint inside outside of food grade safe for drinking water ,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.
-
-
-
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Class PN 1.0
-
-
-
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25 mm S-1 Type
1
3145
-
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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 316/410 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) Insertion 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.
-
-
-
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Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
-
-
-
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Dia (mm) PN rating
-
-
-
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100 1.6
-
-
-
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Earth work in excavatin 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 buttoms.depth up to 1.5 mtr. including taking out the excavated soil, and than returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead od 50 mtr. including required all safety provisiond etc.
-
-
-
... More
All kinds of soil.
242.55
200
-
... More
Earth work in excavatin 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 buttoms.depth up to 1.5 mtr. including taking out the excavated soil, and than returning the soil as required in layers not exceeding 20 cm 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 50mtr. including alll safety provisions required.
-
-
-
... More
Ordinary Rock
188.65
365
-
... More
Hard Rock ( required blasting)
1
546
-
... More
Hard Rock ( Blasting prohibited)
107.8
782
-
... More
Dismating of cement concrete pavement for pipe line . Line and chembers 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 location and disposal of dimantled material up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document not extre payment shall be made be made for trench width than specified, re-handing of material/ earth to complete the tasks as per technical specification and scope of work.
10
757
-
... More
Providing and laying in position cement concrete M10 grade nominal mix 1 : 3: 6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material , labors, machinary, lighting guarding foe road restoration work in tenches of pipe line and chamber work Measurement for cc work to be made as per standard trench width specified in tender document and no extre payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.
10
4678
-
... More
Providing, laying and jointing Distribution mains.
-
-
-
... More
Providing, lowering, laying in trenches, aligning, fixing in position and jointing in trenches 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 incl. all taxes (Central and Local) transportation and frieght charges, inspection charges, loading/unloadingcharges, 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.( excluding earth work) with excise Duty Exemption. 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.
-
-
-
... More
Dia (mm) Type Class
-
-
-
... More
100 DI K-7
250
1464
-
... More
Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths Dl standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 5382 1985 such as tees, bends, tapers, caps etc. within trenches in DI pipe line complere including all marerial, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work)
-
-
-
... More
AJS Tee , Bend, Reducer (All End Socketed)
-
-
-
... More
Upto 300 mm Diameter
50
145
-
... More
Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to 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, commissioning 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.
-
-
-
... More
HDPE PE-80 PN-6
-
-
-
... More
75 mm dia
880
217
-
... More
90 mm dia
550
306
-
... More
110 mm dia
300
463
-
... More
P & F G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS clamps including cutting and making good the walls and floors:
-
-
-
... More
50mm dia nominal bore 'B' Class
350
673
-
... More
Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves straight and pocket less body passage 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 - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( 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 Insertion rubber of black EPDM 6mm thick . 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.
-
-
-
... More
Manually Operated CI Sluice valve of Class PN-1.0
-
-
-
... More
Dia (mm) PN rating
-
-
-
... More
80mm 1.0
2
6301
-
... More
100mm 1.0
2
8649
-
... More
Providing, lowering, laying, 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 Technical Specifications and as per direction of Engineer. Class PN 1.0
-
-
-
... More
80 mm dia
2
3149
-
... More
100 mm dia.
2
3666
-
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Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended up to 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,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 or Screwed type shall have external pipe threads conforming to IS 554 Fasteners - CS Epoxy paint inside outside of food grade safe for drinking water ,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.
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Class PN 1.0
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-
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25 mm S-1 Type
1
3145
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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. Epoxy (Non-Toxic & suitable for drinking water) applied on body, cover and disc inside and outside . Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of SS- AISI- 410 ,Hinge Malleable cast iron / SS AISI 316 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR ,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insertion 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.
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Class PN 1.0
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100 mm dia
1
7973
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Earth work in excavatin 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 buttoms.depth up to 1.5 mtr. including taking out the excavated soil, and than returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead od 50 mtr. including required all safety provisiond etc.
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All kinds of soil.
322
204
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Earth work in excavatin 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 buttoms.depth up to 1.5 mtr. including taking out the excavated soil, and than returning the soil as required in layers not exceeding 20 cm 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 50mtr. including alll safety provisions required.
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Ordinary Rock
225.4
366
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Hard Rock ( required blasting)
1
546
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Hard Rock ( Blasting prohibited)
96.6
782
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Dismating of cement concrete pavement for pipe line . Line and chembers 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 location and disposal of dimantled material up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document not extre payment shall be made be made for trench width than specified, re-handing of material/ earth to complete the tasks as per technical specification and scope of work.
45
757
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Providing and laying in position cement concrete M10 grade nominal mix 1 : 3: 6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material , labors, machinary, lighting guarding foe road restoration work in tenches of pipe line and chamber work Measurement for cc work to be made as per standard trench width specified in tender document and no extre payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.
45
4678
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Removing & Re-fixing of Precast concrete interlocking blocks for laying of pipe line by manual method, stacking of serviceable & 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 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) Note: If existing precast block used more than 70%, than for every 1% use above 70%, deduction of 1% in cost shall be done for every 1% use above 70%.
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60 mm thick.
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Construction of Valve/ NRV Chambers
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Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as per specifications and standard drawings and as directed by Engineer-in-Charge.
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For Class-A loading
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Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm
1
29800
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Cement concrete Saddle block.
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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.
2
200
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Centering & shuttering with ply wood or steel sheets including strutting , propping, barcing both ways with wooden members and removal of form work up to floor three level for:Walls (any thickness) including attached pilasters, buttresses, plinth and string course.Add extra for shuttering in circular work in plan up to dia 10 m over item no 2.6.1
5
289
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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 level
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Thermo mechanically treated bars (conforming to relevant IS:1786.)
15
77
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Providing and laying in position specified grade of reinforcement cement concrete 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
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M15 grade nominal mix (with 20mm nominal size)
3
4624
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Provision for Solar Power generation at Proposed Open well.
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Supply, installation, testing and commissioning of MNRE approved off Grid Solar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and MS fabricated structure 120 micron hot dip galvanized iron , showing arrangement of panel in available space and installation of PV module on frame structure such that minimum height of lower edge of panel shall be 4.0 mtr from ground level to safeguard against damage and theft as per indicative drawing enclosed with the bid document. The foundation of structure shall be in RCC. Mounting structure shall be suitably designed to withstand wind velocity up to 150km/hr. The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for solar panel and mounting structure and suitable provision shall be included in tender document.
7500
60
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Supply, installation, testing and commissioning of Remote monitoring unit on off grid solar controller for remote ON/OFF, parameter setting, monitoring and troubleshooting through mobile etc. complete. Web charges and data charges for 5 year during service warranty etc. complete in all respect as per technical specification and as per direction of Engineer.
1
43500
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Providing, installation, testing and commissioning of AC submerssible pump sets with inbuilt or individual solar pump controller with Maximum power point tracking (MPPT) for optimally use the solar panel and maximize water discharge to deliver maximum water during the day including PVC flat submersible cable from controller to motor pumps..
Solar pump shall be of Stainless steel construction and performance shall be as per scope of work and minimum lift of water shall be as per defined in scope .
Pump controller shall have Adequate protection against dry operation of motor pump set, and against hails and storms. Full protection against open circuit, accidental short circuit and reverse polarity should be provided. A good reliable on/off switch be provided. The cable shall be ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date ( standard insulation) and conductor as per class 5 of IS 8130:1980 or amended up to date.
The duty condition of pump set shall be as per scope of work and entire work shall be executed as per technical specification and direction of Engineer in charge.
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3.7 KW (5.0 HP)
1
147415
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Making Functional House Tap Connections ( FHTCs ).
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Providing Household Tap Connection as per technical specification and approved drawing as per relevant IS code (amended up to date) from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanical Integrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceeding the flow of 7 LPM at 2 bar and a compression elbow, moulded in single piece/ fusion welded (Complete job) including 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 GM Full-way Valve (IS:778 Mark) or wheel valve and specials with 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 PPR-C pipe with standard PPR fittings/ GI pipes 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.
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Note: Road cut and restoration is not part of this item and paid separately.
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For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
49
1780
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P & F Bib cock (IS : 8931 mark), superior quality of approved make, chrome plated with complete brass body including brass handle with wt. 300 to 325 gm.15 mm nominal bore.
49
311
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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.
40
44
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