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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.3 LAccepted-AOC | ₹37.3 L Quoted ₹37.7 L | L1 | Accepted-AOC First Lowest |
| 2 | L2₹38.3 L+₹56,155.13 (1.49%)Rejected-AOC | ₹38.3 L+₹56,155.13 (1.49%) | L2 | Rejected-AOC Second Lowest |
Tender Value
₹38.7 L
EMD Value
₹77,455
Closing Date
10 Feb 2026, 11:00 amClosed
Executive Engineer
Executive Engineer Construction Division No 2 PWD B and R Br Jalandhar Cantt
CONSTRUCTION OF CAUSE WAY WITH HUME PIPE 3 feet DIA ON BHOLATH BHOGPUR ROAD TO TANDI IN DISTRICT JALANDHAR
2026_CEPW_159164_1
Bid No. 12 Dated 03.02.2026
Open Tender
Civil Works - Roads
Percentage
180 days
Bhogpur
Please refer Tender documents.
13 documents required · 13 mandatory
₹5,000
₹77,455
Yes
9 Jun 2026
3 Feb 2026
10 Feb 2026
3 Feb 2026
10 Feb 2026
3 Feb 2026
Select, At Par, Excess (+), Less (-) IOCL
Tender Inviting Authority :- EXECUTIVE ENGINEER CONSTRUCTION DIVISION NO.2 PWD B&R JALANDHAR
Name of Work :- DNIT FOR CONSTRUCTION OF CAUSE WAY WITH HUME PIPE 3' DIA ON BHOLATH BHOGPUR ROAD TO TANDI IN DISTRICT JALANDHAR.
Contract No: Civil Works
Name of the Bidder/ Bidding Firm / Company :
Sl. No. Work Name Item Code / Make Quantity Unit Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category
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 filling around masonary in 15cm layers with compaction including disposal of all surplus soil as didected with in a lead of 30 meters 1 Cum Excess(+) Full Conversion INR
2 Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers) 2 Sqm Excess(+) Full Conversion INR
3 Cement concrete 1:4:8 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type 3 Cum Excess(+) Full Conversion INR
4 Cement concrete 1:3:6 mixing by mechanical means using concrete mixer volumetric type. 4 Cum Excess(+) Full Conversion INR
5 First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth 5 Cum Excess(+) Full Conversion INR
6 Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and pecials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a uitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage RCC Pipe NP-3, 900mm i/d pipe 6 Rmt Excess(+) Full Conversion INR
7 Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform hickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications 7 Cum Excess(+) Full Conversion INR
8 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement ntring and shuttering in foundation and plinth 8 Cum Excess(+) Full Conversion INR
9 Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete 9 Qtl Excess(+) Full Conversion INR
10 Steel work fixed independently without connecting plates including cutting hoisting and fixing in position. Tees angles & channels 10 Qtl Excess(+) Full Conversion INR
11 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) 11 Sqm Excess(+) Full Conversion INR
12 Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above BI01010001010000000000000515BI010000170 Percentage Excess(+) Full Conversion INR
Total in Figures
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