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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.7 CrAdmitted-Finance | -41.05% | ₹2.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.8 Cr+₹1.1 Cr (40.4%)Admitted-Finance PEER TAKIYA KOKERNAG ANANTNAG | ANANTNAG | JAMMU AND KASHMIR | 192101 | -17.21% | ₹3.8 Cr+₹1.1 Cr (40.4%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical KHANDAY PLANT NH 44 NIPORA DISTRICT ANANTNAG JAMMU KASHMIR UT INDIA 192102 PH NO 91 7006355099 | - | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Non Responsive |
Tender Value
₹5.4 Cr
EMD Value
₹10.8 L
Closing Date
31 Jul 2026, 4:00 pmClosed
office of the ExEn Div Vailoo
office of the ExEn Div Vailoo
Construction of 3x25 meter span steel girder bridge on Nallah Brengi at Her-Kandiwara
2026_PWDJK_315135_1
ENIT22DivisionVailoo26-27
Open Tender
Civil Works
Percentage
1095 days
vailoo
Please refer Tender documents.
9 documents required · 9 mandatory
₹5,500
office of the ExEn Div Vailoo
₹10.8 L
Superintending Engineer PWD RnB Anantnag
21 Aug 2026
8 Jul 2026
1 Aug 2026
9 Jul 2026
31 Jul 2026
11 Jul 2026
10 Jul 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 | A) Sub Structure/Abutments and Piers: Earth work in bulk excavation by mechanical means (hydraulic excavator) in trenches for foundations of Abutments, including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres, all kinds of soil (Code: 2.9) | - | CUM | 0.2 | - |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked material :All kinds of soil (Code: 2.10.1) | 1 | CUM | 0.4 | ₹0.4 |
| 3 | Diversion of Nallah and de-watering of foundation trenches to ensure smooth execution of foundation trench excavation at the proposed alignment of the bridge, including construction work involved in the
diversion | - | Kl | - | - |
| 4 | Cast-in-situ of concrete work of nominal mix concrete M15 grade (1:2:4) nominal maximum size of stone aggregate 20mm volumetric batching in foundation trenches of under abut foundations rafts, including curing but excluding formwork costs. (code 4.4.3) | - | CUM | 0.8 | - |
| 5 | Providing and laying in position machine batched and machine mixed design mix M-35 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportiond as per IS:9103 to accelerate, retard setting of concrete, improve workability without 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 sub structure upto dirt wall level..... (code 5.35.2) A) Below Plinth Level | 1 | CUM | 0.2 | ₹0.2 |
| 6 | Providing and laying in position machine batched and machine mixed design mix M-35 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportiond as per IS:9103 to accelerate, retard setting of concrete, improve workability without 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 sub structure upto dirt wall level..... (code 5.35.2) B) Above Plinth Level | - | CUM | 0.6 | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of formwork from the site, for all works from foundations, to dirt wall level. (code 5.9.2) Foundation | 1 | Sqm | 0.6 | ₹0.6 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of formwork from the site, for all works from foundations, to dirt wall level. (code 5.9.2) Rwall | 1 | Sqm | 0.6 | ₹0.6 |
| 9 | Supplying and laying of hand packed second class dry stone work /soling behind abutmnet dirt walls up to the level of approach slab for full length of heel slab behind the vertical stem of the abutments upto the level of the approach slab | 1 | CUM | 0.4 | ₹0.4 |
| 10 | Back filling of excavated material in foundation trenches over raft foundation, and behind the abutnent approaches, to be spread in layers of 250mm up to the level of river bed also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete | - | CUM | 0.2 | - |
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