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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.9 CrAdmitted-Finance KHANDAY PLANT NEAR 220 GRID STATION NH 244 NIPORA ANANTNAG KASHMIR | ANANTNAG | ANANTNAG | JAMMU AND KASHMIR | L1 | Admitted-Finance | ||
| 2 | L2₹3.1 Cr+₹13.0 L (4.41%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹3.2 Cr+₹28.0 L (9.51%)Admitted-Finance VIDHATA NAGAR LANE NO 04 BATHINDI JAMMU | JAMMU | JAMMU | JAMMU AND KASHMIR | L3 | Admitted-Finance | ||
| 4 | L4₹3.2 Cr+₹28.1 L (9.55%)Admitted-Finance PEER TAKIYA KOKERNAG ANANTNAG | ANANTNAG | JAMMU AND KASHMIR | 192101 | L4 | Admitted-Finance | ||
| 5 | L5₹3.3 Cr+₹31.6 L (10.7%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹5.9 Cr
EMD Value
₹11.9 L
Closing Date
2 Feb 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Er. Manzoor Ahmad Wani
SE Office Khanabal
Construction of 1 x 35 Mtr Span plate Girder Bridge at Peerrpora Khar Mohalla Hakura over Nallah Bud.
2026_PWDJK_299971_1
NiT NO 49 DOORU/4073-78 Dt 06-01-2026
Open Tender
Civil Works
Percentage
1095 days
dooru
Please refer Tender documents.
4 documents required · 4 mandatory
₹8,500
xen RNB Dooru
₹11.9 L
SE Office Khanabal
12 Feb 2026
7 Jan 2026
3 Feb 2026
7 Jan 2026
2 Feb 2026
10 Jan 2026
9 Jan 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Sub Structure | - | - | - | - |
| 2 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : | 1,638 | cum | 225.6 | ₹3,69,532.8 |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material All kinds of soil : | 1,260 | cum | 78.83 | ₹99,325.8 |
| 4 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like with pump of Capaciuty KL / hour . During the execuation of work | 600 | Kl | 146.81 | ₹88,086 |
| 5 | P/L in position cement concrete in 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate, 40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. | 21.17 | Cum | 6,124.56 | ₹1,29,656.94 |
| 6 | Providing and laying in position machine batched and machine mixed design mix M-35grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, includingpumping of concrete to site laying but excluding the cost of centering, shuttering, finishing and reinforcement, includingadmixtures in recommended proportiond as per IS:9103 to accelerate, retard setting of concrete, improve workabilitywithout impairing strength and durability as per direction of Engineer-in-charge. Note: - Cement in this item is @ 350 kg/cum. Excess or less cement used as per design mix is content considered payable or recoverable seperately all works in substructure upto dirt wall level..(upto plinth level) | 257.18 | Cum | 7,554.25 | ₹19,42,802.02 |
| 7 | Providing and laying in position machine batched and machine mixed design mix M-35grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, includingpumping of concrete to site laying but excluding the cost of centering, shuttering, finishing and reinforcement, includingadmixtures in recommended proportiond as per IS:9103 to accelerate, retard setting of concrete, improve workabilitywithout impairing strength and durability as per direction of Engineer-in-charge. Note: - Cement in this item is @ 350 kg/cum. Excess or less cement used as per design mix is content considered payable or recoverable seperately all works in substructure upto dirt wall level..(above level upto level V) | 104.82 | Cum | 8,775.94 | ₹9,19,894.03 |
| 8 | Centering & shuttering including strutting, propping etc including removal of form work | - | - | - | - |
| 9 | Foundations, footings, bases of columns etc. for mass concrete | 79.68 | Sqm | 251.51 | ₹20,040.32 |
| 10 | Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. | 535.1 | Sqm | 552.44 | ₹2,95,610.64 |
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