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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹19.4 L
EMD Value
₹38,800
Closing Date
12 Dec 2025, 2:30 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer PHED City Dn. Barmer
Executive Engineer PHED City Dn. Barmer
Const. and Comm. of Open Well with Pipe Line at Farsaram Dogiyal ki dhani G.P. Sarnu Chimnji under DMFT
2025_PHCJO_518861_7
2025-26/33
Open Tender
Civil Works - Water Works
Percentage
180 days
Barmer
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Engineer PHED City Dn. Barmer
₹38,800
Yes
7 Jan 2026
8 Dec 2025
12 Dec 2025
8 Dec 2025
12 Dec 2025
8 Dec 2025
Earth work in excavation exclusively for openwells 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)
Add extra over item No. 1 for every additional lift of 1.5 Mtr. or part thereof All kind of soil 1.50 mtr. to 3.00 Mtr.
3.00 mtr. To 4.50 mtr.
4.50 mtr. To 6.00 mtr.
6.00 mtr. To 7.50 mtr.
7.50 mtr. To 8.00 mtr.
9.00 mtr. To 10.50 mtr.
Earth work in excavation exclusively for openwell 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. (Ordinary Rock)
Add extra over item No. 3 for every additional lift of 1.5 Mtr. or part thereof in Ordinay & Hard Rock 10.50 mtr. 12.00 Mtr.
12.00 mtr. To 13.50 mtr.
13.50 mtr. To 15.00 mtr.
15.00 mtr. To 16.50 mtr.
16.50 mtr. To 18.00 mtr.
18.00 mtr. To 19.50 mtr.
19.50 mtr. To 21.00 mtr.
21.00 mtr. To 22.50 mtr.
22.50 mtr. To 24.00 mtr.
24.00 mtr. To 25.50 mtr.
25.50 mtr. To 27.00 mtr.
27.00 mtr. To 28.50 mtr.
28.50 mtr. To 30.00 mtr.
30.00 mtr. To 31.50 mtr.
31.50 mtr. To 33.00 mtr.
33.00 mtr. To 34.50 mtr.
34.50 mtr. To 36.00 mtr.
36.00 mtr. To 37.50 mtr.
37.50 mtr. To 39.00 mtr.
39.00 mtr. To 40.50 mtr.
40.50 mtr. To 42.00 mtr.
42.00 mtr. To 43.50 mtr.
43.50 mtr. To 45.00 mtr.
45.00 mtr. To 46.50 mtr.
46.50 mtr. To 48.00 mtr.
48.00 mtr. To 49.50 mtr.
49.50 mtr. To 51.00 mtr.
51.00 mtr. To 52.50 mtr.
52.50 mtr. To 54.00 mtr.
54.00 mtr. To 55.50 mtr.
55.50 mtr. To 57.00 mtr.
57.00 mtr. To 58.50 mtr.
58.50 mtr. To 60.00 mtr.
Add 20% extra over item No. 2.35 for excavation in saturated soil where pumping or baling out of water is required, including shoring strutting where required and dewatering. 50mtr. To 60.00 Mtr.
Reinforced cement concrete work in walls (any thickness) 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 : 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size).
Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of formwork for superstructure up to 4.5 mtr above plinth, for: Walls (any thickness) including attached pilasters, buttresses, plinth and string course.
Providing and fabricating steel 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. All steel shall be procured from ‘Original producers’ who manufacture billets directly from iron ores and roll the billets to produce steel conforming to IS: 1786, etc as per specification for road and bridge works of MORTH fifth revision April 2013, Clause 1009.3.1 Hot rolled deformed bars.
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.
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.
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.
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 Up to 5.5 KW (7.5 HP) & head up to 120 mtr.
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 preventor, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form.The size of CC plateform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for 440 Volt AC Supply. Above 5 HP and up to 10 HP
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 6.0 mm2
3 core 4.0 mm2
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
Providing ,lowering ,laying and jointing in trenches,standard lengths HDPE ISI marked pipes of PE 80 grade and PN -6 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 butt fusion /electro fusion welding method , including all taxes , transportation and freight charges ,inspection charges, loading and unloding charges stacking of pipes ,including cost of labour and material, specials (tee , bend etc),satisfactory hydraulic testing ,disinfection etc. complete as per techanical 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 upto 110 mm dia in coil & above 110 mm dia straight length in 6 M. (75 mm Dia.)
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.
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. Manually Operated CI Sluice valve of Class PN-1.0 80 mm HW
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