50/2026-27 UWSS SWM

PHED · Sawai Madhopur, Rajasthan · Civil Works & Infrastructure · open

Key facts

Tender value: ₹48.6L
EMD: ₹97K
Published: 06 Nov 2026
Closing date: 25 Nov 2026
Status: open
Status as of: 09 Nov 2026 00:11 UTC
Ministry: Government of Rajasthan
Department: Public Health Engineering Department
Office: Executive Engineer, PHED Division Sawai Madhopur

Description

Construction and commissioning of 05 tube wells of 200 mm diameter and provision, laying and jointing of HDPE pipeline, including a one-year defect liability period, at UWSS Sawai Madhopur.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Certifications: GST registration
Documents required: Self-attested copy of contractor registration/enlistment certificate, GST registration certificate, Experience certificate issued by an officer not below the rank of Executive Engineer or equivalent, Work order copy, e-GRAS challan for bid document cost, e-GRAS challan for bid processing fee, e-GRAS challan for bid security, Affidavits on non-judicial stamp paper, Digitally signed bid documents and schedules

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Commercial terms

Bid type: Percentage
Make in India (MII): No
MSE preference: No

Line items (22)

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. — Qty: 500 Per Mtr
Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) — Qty: 255 Per Mtr
Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985.200 mm dia nominal bore of 5.4mm thickness — Qty: 60 Per Mtr
Providing & laying ISI marked GI Pipe Light duty ( “A” class) as per IS: 1239 for casing pipe for submersible cable external work 40 mm dia complete in all respect. — Qty: 50 Per Mtr
7.5 KW (10 HP) & head above 120 mtr. — Qty: 7.5 KW
9.3 KW (12.5 HP) & head above 120 mtr. — Qty: 37.2 KW
Above 10 HP and up to 15 HP — Qty: 5 Each
3 core 6.0 Sq.mm — Qty: 1200 Mtr
25.0 Sq.mm, 3.5 core — Qty: 150 Mtr
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. 200 mm dia — Qty: 5 Each
50 mm dia — Qty: 550 Mtr
50 mm dia — Qty: 5 Each
65 mm dia — Qty: 5 Each
Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover. — Qty: 5 Each
90 mm dia — Qty: 2147 RMT
110 mm dia — Qty: 643 RMT
90 mm dia — Qty: 1257 RMT
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 — Qty: 1215 Cum
Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. — Qty: 188 Cum
Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work. — Qty: 188 Cum

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