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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Fee/PreQual/Technical/Finance | -37.80% | ₹1.0 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.0 Cr+₹2.1 L (2.09%)Admitted-Fee/PreQual/Technical/Finance | -36.50% | ₹1.0 Cr+₹2.1 L (2.09%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.1 Cr+₹2.8 L (2.73%)Admitted-Fee/PreQual/Technical/Finance | -36.10% | ₹1.1 Cr+₹2.8 L (2.73%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹1.1 Cr+₹6.6 L (6.41%)Admitted-Fee/PreQual/Technical/Finance PEER TAKIYA KOKERNAG ANANTNAG | ANANTNAG | JAMMU AND KASHMIR | 192101 | -33.81% | ₹1.1 Cr+₹6.6 L (6.41%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹1.1 Cr+₹6.8 L (6.59%)Admitted-Fee/PreQual/Technical/Finance | -33.70% | ₹1.1 Cr+₹6.8 L (6.59%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.9 Cr
EMD Value
₹3.9 L
Closing Date
24 Jun 2026, 3:00 pmClosed
Executive Engineer PWD RNB DH PORA
Construction of Bridge on Gandwani jaibal Road
Construction of Bridge on Gandwani jaibal Road
2026_PWDJK_312345_1
15 Of RnB/D.H. Pora/2026-27/1309-17 Dtd. 13/06/2026
Open Tender
Civil Works
Percentage
360 days
Executive Engineer PWD RNB DH PORA
Please refer Tender documents.
5 documents required · 5 mandatory
₹11,000
MH 0059
₹3.9 L
2 Jul 2026
13 Jun 2026
25 Jun 2026
14 Jun 2026
24 Jun 2026
14 Jun 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 |
|---|---|---|---|---|---|
| 1sub structure | |||||
| 2 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. | 1 | KL | - | - |
| 3 | Earth work in excavation of all kinds of soil by mechanical means in trenches for foundations including dressing of sides and ramming of bottoms, all lifts including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: | - | Cum | 0.2 | - |
| 4 | Providing and laying stone soling duly hand packed in maintaning level and section including ramming and carriage of the same up to site of work complete. | 1 | Cum | 0.6 | ₹0.6 |
| 5 | Filling available excavated earth in trenches, plnith, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | - | Cum | 0.2 | - |
| 6 | Providing and laying in position cement concrete 1:3:6 (1
Cement:3 Corase sand: 6 graded stone aggregate 40 mm
nominal size ) including curing but excluding the cost of centring and shuttering. All work upto plinth level including all carriages complete | 1 | Cum | 0.4 | ₹0.4 |
| 7Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge. All works upto plinth level including all carriages complete | |||||
| 8 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge. All works above plinth level upto floor V level including all carriages complete | 1 | Cum | 0.8 | ₹0.8 |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | kg | 0.2 | - |
| 10Centering and shuttering including strutting, propping etc. and removal of form work for: | |||||
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Corrigendum15.pdf
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