Tender For Bid Document For Lifting The Tubewell Platfrom And Construction Of Reinforced Cement Concrete Retaining Wall At Water Supply Scheme Ward No. 37, Hoshiarpur.
Tender Value
17.29 Lakhs
Estimated cost
Bid Submission
10 Aug 2026
11 days left
EMD
34587
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hoshiarpur → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Bid Document For Lifting The Tubewell Platfrom And Construction Of Reinforced Cement Concrete Retaining Wall At Water Supply Scheme Ward No. 37, Hoshiarpur.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent fillingaround masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. 80x10x4 ft |
| 2 | Providing, Laying, fixing & jointing of uPVC Pipes (Type-A) as per ISI-4985:2021, (ISI marked with the prior approval of Engineer-in-charge) along the Trenches and laying the same in Trenhes to correct alignment and gradients, cutting, jointing and testing complete as per specifications (Excavation mechanically) Rising Main |
| 3 | 160 mm o/d pipe of 10kg/cm2 PVC Pipe |
| 4 | Dismantling of interlocking tile & relaying the same 160 mm |
| 5 | M.S special Hanging clamp for PVC pipe 160mm o/d for culvert crossing |
| 6 | Supplying, lowering of MS Pipe as per IS: 4270-2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore. |
| 7 | 250mm nominal diameter (weight 52.3 kg per metre) 8.0 mm thickness |
| 8 | Providing and Fixing G.I. Column Pipe of IS 1239-2004 medium class size 100 mm (in 3mtr lengths each with flanges,screwed and welded on both sides) rubber gaskets, nuts and bolts complete in all respects. |
| 9 | Providing and Fixing Submersible Cable with copper conductor PVC insulated of 6.00 mm2 size as per IS 694-1990 reaffirmed 2000 complete in all respects |
| 10 | Providing and fixing C.I/D.I Flanged end stem of SS (AIS 1410) and Bronze (gunmetal) working parts Sluice Valves ISI marked 14846-2000 Including jointing,testing&costs of nuts and bolts & insertion of sheet, all carriage complete (with approval of engineer in charge) |
| 11 | 150mm I/d |
| 12 | Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M-40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge. For platform 25x25 ft. |
| 13 | Cement concrete 1:8:1625x25 ft x 4 inch for platform |
| 14 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth B.B work around platorm |
| 15 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth for foundation size as per drawing design |
| 16 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth for wall size as per drawing design |
| 17 | Cement concrete 1:4:8 for under foundation |
| 18 | mixing by mechanical means using concrete mixer volumetric type size 80x9'6\\"x6\\" |
| 19 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 550 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including binding, bending and placing in position complete as per drawing |
| 20 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 21 | Centering and shuttering for faces of walls, partitions,retaining walls and the like (vertical or battering including attached pilasters buttresses etc. |
| 22 | Earth filling by tractor trolly 150 cuft for rising tubewell platform including loading and unloading for foundation wall covering by soil |
| 23 | Providing and installing 150mm dia delivery main (From Tube well to Duck Foot bend including cost of C.I/D.F Pipes, D/F Sluice valves, D/F NRV & Specials as C.I Bends, Tail Piece Tees etc.. inside the pump chamber as per standard design complete in all respects. |
| 24 | Providing, laying, jointing, fixing and testing 150mm o/d DI pipe with existing 150 mm i/d D.I RISING MAIN with 1 NO. CI A/F tee 6\\"6\\"6\\" and 2 No 6\\" flange cutting jointing with rubber jain & nut bolt complete all respect (For making connection with existing150 mm i/d DI Rising main and by pass) including Bailing out water |
| 25 | Lowering and lifting of submersible motor from tubewell (241 + 223) |
| 26 | Cable to cable jointing |
| 27 | Site clearance by JCB and culvert clearance. |
| 28 | Malba trolly loading and unloading carriage complete in all respect |
| 29 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 30 | Construction of Gravel Pit outside the Pump Chamber. (0.90m Dia.) as per standard design & drawings of public health department. |
| 31 | Consultany charges with vetting of structure drawing from Govt. college Bathinda with GST, Carriage etc. complete in all respect. |
| 32 | NOTE :- 1. Items for which no rate or price is entered by the bidder will not be paid for by the Employer when executed and shall be deemed covered by the other rates and prices in the Bill of Quantities. (Refer ITB Clause 13.2 and GCC Clause 40.2).2. Item for which no rate of price has been entered in the bid will not be paid for by the employer when executed and shall be deemed covered by the other rates and prices in the bill of quantities3. Unit rates and prices shall be quoted by the bidder in INR4. Where the reisdiscrepancy between the rates in figures and words, the rate in words will prevail5. Where there is discrepancy between the unit rate and the line item,total resulting from multiplying the unit rate by quantity, the unit rate quoted shall prevail6. The payment of lump sum item will be paid according to CSR rates as per actual work do neat site. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysAug 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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