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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance 1 BARNAGAR BARNAGAR PAOTA JAIPUR RAJASTHAN 303106 | JAIPUR | RAJASTHAN | 303106 | -38.13% | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹49.8 L (37.4%)Admitted-Finance | -14.99% | ₹1.8 Cr+₹49.8 L (37.4%) | L2 | Admitted-Finance |
| 3 | L3₹2.1 Cr+₹79.8 L (60.0%)Admitted-Finance | -1.01% | ₹2.1 Cr+₹79.8 L (60.0%) | L3 | Admitted-Finance |
| 4 | L4₹2.1 Cr+₹80.9 L (60.8%)Admitted-Finance | -0.50% | ₹2.1 Cr+₹80.9 L (60.8%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical refer to the technical summary sheet |
Tender Value
Refer Docs
EMD Value
₹4.3 L
Closing Date
14 Aug 2026, 5:00 pmClosed
Superintending Engineer PMGSY Circle Batote
Superintending Engineer PMGSY Circle Batote
Permanent restoration on Km 33rd RD 175 Bangroo to Shingani road, Package No JK04-190 and L021 to Champal road, Package No JK04-207 by way of Const of 06.00 mtr Span RCC Culvert, 04.00 mtr height R/wall, Crated B/wall, Crated R/wall PIU Thathri
2026_JKRRD_148869_2
E-NIT NO. PMGSY/SE/B/21 of 2026-27 dated 01-08-2026
Open Tender
Civil Works - Roads
Percentage
180 days
Superintending Engineer PMGSY Circle Batote
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹4.3 L
Superintending Engineer PMGSY Circle Batote
5 Sept 2026
1 Aug 2026
17 Aug 2026
1 Aug 2026
14 Aug 2026
3 Aug 2026
3 Aug 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 |
|---|---|---|---|---|---|
| 0.0 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil | 424.41 | Cum | 187.3 | ₹79,491.99 |
| 0.0 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary Rock | 424.41 | Cum | 392.8 | ₹1,66,708.25 |
| 0.0 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.Hard Rock (Requiring Blasting ) | 565.88 | Cum | 687.1 | ₹3,88,816.15 |
| 0.0 | Earth work in excavation by mechanical means 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: All kinds of Soil | 3,371.29 | Cum | 256.85 | ₹8,65,915.84 |
| 0.0 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6(4.4.5) | 184.8 | Cum | 5,733.6 | ₹10,59,569.28 |
| 0.0 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4- | 274.62 | Cum | 6,591.25 | ₹18,10,089.08 |
| 0.0 | Providing/Laying RCC in structure complete as per drawing and technical specifications M25 grade (1:1.5:3) nominal mix using 20mm downsize aggregate | 27.83 | Cum | 7,788.4 | ₹2,16,751.17 |
| 0.0 | Supplying, fitting and placing HYSD bar reinforcement (Fe415) in structure complete as per drawings and technical specifications clauses 1002, 1005, 1010, 1202 . (MT) | 3,339.36 | Kg | 123.2 | ₹4,11,409.15 |
| 0.0 | Back filling with stones behind abutment, wing walls and return walls complete as per drawing and technical specification clause 1204.3.8 | 706.8 | Cum | 937.9 | ₹6,62,907.72 |
| 0.0 | Polygonal Rubble masonry brought to course in 1 cement : 6 fine sand mortar with nallah stone in substructure, incl. leveling up at specified levels with M-5 nominal Mix (size of stone agg. 20mm nominal) conc. Incl. cost of through/Bond stones. | 1,227.74 | Cum | 5,402.9 | ₹66,33,356.45 |
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