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 New Openwell Ohsr And Providing Laying Jointing Of Pipeline With Solarization At Source Fhtc Work Rwss Amli Ka Guda Under Dmft 16th Gc With 1 Year Defeat Liability Period At Village Amli Ka Guda Gpdhaneen Block Kumbhalgar District in Rajsamand, Rajasthan, with an estimated contract value of Rs. 1,17,10,000. 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
₹ 2,34,200Document Cost
₹ 20,000Tender Fee
₹ 20,000
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_PHCJA_477507_1Tender No
SE 19/25-26Tender 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
... More
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.
-
-
-
... More
Ordinary rock
-
-
-
... More
From 2.5m to 5.0 m BGL
45.22
674
-
... More
Hard rock (requiring blasting) useful material 30 %
-
-
-
... More
Fromm 5.0m to 6.0 m BGL
18.09
976
-
... More
From 6.0 to 20.0 m BGL
200.96
976
-
... More
Recovery of Hard rock useful material 30%
66
-405
-
... More
Add extra over item No 2.1 and 2.2 for every additional; lift of 1.5 m or part thereof.
-
-
-
... More
In All Kind of soil
-
-
-
... More
From 0.0 to 1.5 m BGL
-
-
-
... More
From 1.5 to 2.5 m BGL
18.09
47
-
... More
In ordinary rock and hard rock
-
-
-
... More
From 2.5 to 3.0 m BGL
9.04
67
-
... More
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
-
... More
From 7.5m to 9.0 m BGL
18.84
335
-
... More
From 9.0 to 10.5 m BGL
18.84
402
-
... More
From 10.5 to 12.0 m BGL
18.84
469
-
... More
From 12.0 to 13.5 m BGL
18.84
536
-
... More
From 13.5 to 15.0 m BGL
18.84
603
-
... More
From 15.0 to 16.5 m BGL
18.84
670
-
... More
From 16.5 to 18.0 m BGL
18.84
737
-
... More
From 18.0 to 19.5 m BGL
18.84
804
-
... More
From 19.5 to 21.0 m BGL
18.84
871
-
... More
From 21.0 to 22.0 m BGL
12.56
938
-
... More
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)
-
-
-
... More
From 6.0 to 7.5 m BWL
18.84
248
-
... More
From 7.5 to 9.0 m BWL
18.84
262
-
... More
From 9.0 to 10.5 mBWL
18.84
275
-
... More
From 10.5 to 12.0 m BWL
18.84
289
-
... More
From 12.0 to 13.5 m BWL
18.84
302
-
... More
From 13.5 to 15.0 m BWL
18.84
315
-
... More
From 15.0 to 16.5 m BWL
18.84
329
-
... More
From 16.5 to 18.0 m BWL
18.84
342
-
... More
From 18.0 to 19.5 m BWL
18.84
356
-
... More
From 19.5 to 21.0 mBWL
18.84
369
-
... More
From 21.0 to 22.0 mBWL
12.56
382
-
... More
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.
220
289
-
... More
Add extra for shuttering in circular work (in respective centering and shuttering items)Sqm 20%
220
57
-
... More
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
-
-
-
... More
Thermo mechanically treated bars (conforming to relevant IS:1786.)
800
77
-
... More
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 :
-
-
-
... More
Walls (any thickness) including attached pilasters buttresses, plinth and string courses fillets columns pillars pears abutments posts struts etc.
-
-
-
... More
M20 grade nominal mix .
15.8
5609
-
... More
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
-
-
-
... More
In flates, tees, angles & Channals
350
89
-
... More
In R.S. Joists
150
89
-
... More
Random rubble stone masonary for foundation and plinth in cement sand mortar above 30 cm thick wall in:
-
-
-
... More
Cement Mortar 1:4 ( 1 cement : 4 Sand )
1
3182
-
... More
Random Rubble stone masonary for superstructure above plinth level one storey height above 30 cm. thick walls in :
-
-
-
... More
Cement mortar 1:4 ( 1 Cement : 4 Sand )
0.75
3824
-
... More
Plaster on new surface on wall in cement sand mortar 1:3 including raking of joints etc. complete fine finish:
-
-
-
... More
20 mm thick
5
211
-
... More
Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding
-
-
-
... More
New Work ( Three or more coats)
32.97
53
-
... More
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
-
... More
Labour charges for horizontal boring 100 mm dia in open well in rocky strata with all types of rock cutting & drilling tools etc. including all T&P required for
job including dewatering arrangement.
150
626
-
... More
Construction of tube well having dia 200mm and 200 meter depth .
-
-
-
... More
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 up to 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.
-
-
-
... More
Nominal bore 200 mm dia.
100
1089
-
... More
Add 15% extra on above item (Item No 2.4.1 to 2.4.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr.
100
1252
-
... More
Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended
up to date of following sizes
-
-
-
... More
200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)
12
2734
-
... More
Supply & Fixing tube well cover of MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.
-
-
-
... More
200 mm dia
1
986
-
... More
Construction of RCC OHSR cap -50 KL/15 mtr Staging.
-
-
-
... More
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: -
-
-
-
... More
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.
-
-
-
... More
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.
-
-
-
... More
Rates for RCC OHSR,SBC 18 T/sqm, SEISMIC ZONE-II & STAGING 15 M
-
-
-
... More
50 KL capacity
50000
36
-
... More
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.
-
-
-
... More
100 mm
70
2259
-
... More
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)
-
-
-
... More
Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
-
-
-
... More
100 mm dia
3
11554
-
... More
Providing & Installation of pumpsets for pumping water from Proposed Open Well & Tube well
-
-
-
... More
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.
2
1243
-
... More
Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes
-
-
-
... More
65 mm dia
2
2506
-
... More
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.
-
-
-
... More
50 mm dia
2
11801
-
... More
Providing & Fixing of ISI Marked GI Bend 90 Degrees of following sizes including all jointing materials "B" Class
-
-
-
... More
50mm dia
4
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.
4
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.
-
-
-
... More
3 core 4.0 mm2
150
189
-
... More
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.
-
-
-
... More
50 mm dia
145
678
-
... More
Providing, laying and jointing rising 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
1003
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
100
145
-
... More
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.
-
-
-
... More
Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
-
-
-
... More
Dia (mm) PN rating
-
-
-
... More
100 1.6
2
11554
-
... 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 disposal of surplus excavated soil as directed within a lead od 50 mtr. including required all safety provisiond etc.
-
-
-
... More
All kinds of soil.
275.83
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
175.53
365
-
... More
Hard Rock ( required blasting)
50.15
546
-
... More
Hard Rock ( Blasting prohibited)
-
-
-
... More
Cement concrete Saddle block.
-
-
-
... More
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.
-
-
-
... More
All kind of soil.
4
200
-
... More
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
9
289
-
... More
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
-
-
-
... More
Thermo mechanically treated bars (conforming to relevant IS:1786.)
40
77
-
... More
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
-
-
-
... More
M15 grade nominal mix (with 20mm nominal size)
6
4624
-
... 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
1286
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
100
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
1769
217
-
... More
90 mm dia
1470
306
-
... More
110 mm dia
890
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
400
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
4
6301
-
... More
100mm 1.0
4
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
4
3149
-
... More
100 mm dia.
4
3666
-
... More
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.
-
-
-
... More
Class PN 1.0
-
-
-
... More
25 mm S-1 Type
3
3145
-
... More
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.
-
-
-
... More
Class PN 1.0
-
-
-
... More
100 mm dia
2
7973
-
... 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 disposal of surplus excavated soil as directed within a lead od 50 mtr. including required all safety provisiond etc.
-
-
-
... More
All kinds of soil.
940.85
204
-
... 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
658.6
366
-
... More
Hard Rock ( required blasting)
94.09
546
-
... More
Hard Rock ( Blasting prohibited)
188.17
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.
150
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.
150
4678
-
... More
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%.
-
-
-
... More
60 mm thick.
50
275
-
... More
Construction of Valve/ NRV Chambers
-
-
-
... More
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.
-
-
-
... More
For Class-A loading
-
-
-
... More
Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm
2
29800
-
... More
Provision for Solar Power generation at Proposed Open well & Tube well
-
-
-
... More
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.
12500
60
-
... More
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.
2
43500
-
... More
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.
-
-
-
... More
5.5 KW (7.5 HP)
2
181598
-
... More
3.7 KW (5.0 HP)
2
147415
-
... More
Making Functional House Tap Connections ( FHTCs ).
-
-
-
... More
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.
-
-
-
... More
Note: Road cut and restoration is not part of this item and paid separately.
-
-
-
... More
For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
106
1780
-
... More
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.
106
311
-
... More
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.
150
44
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements
Past BiddersThis list is curated from the bidders of the similar tenders in the past
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%