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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.8 LAdmitted-Finance | -40.40% | ₹1.8 L | L1 | Admitted-Finance |
| 2 | L2₹1.9 LAdmitted-Finance | -35.86% | ₹1.9 L | L2 | Admitted-Finance |
| 3 | L3₹2.0 LAdmitted-Finance | -33.33% | ₹2.0 L | L3 | Admitted-Finance |
| 4 | L4₹2.2 LAdmitted-Finance | -26.57% | ₹2.2 L | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-contractor card not renewed |
Tender Value
₹3 L
EMD Value
₹6,000
Closing Date
8 Apr 2026, 4:00 pmClosed
xenrew kathua
xenrew
Constt. of lane and drain near the Gandhi Chowk to the house of surinder singh wno 2 and 3
2026_RDPR_307136_2
e-NIT No.01/REW/K of 2026-27 Dated 02/04/2026
Open Tender
Civil Works
30 days
BARNOTI
sbd
2 documents required · 2 mandatory
₹500
Rural Development and Panchayati Raj
₹6,000
22 Apr 2026
2 Apr 2026
9 Apr 2026
2 Apr 2026
8 Apr 2026
2 Apr 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 |
|---|---|---|---|---|---|
Earh Work in Excavation by manual labour in foundation trenches including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil. 1m from cutting edge.All kinds of soil. | 4.5 | CUM | 479.3 | ₹2,156.85 | |
Surface dressing of ground including removal of vegetation inequalities | 16.03 | SQM | 24.12 | ₹386.64 | |
P/L Dry Stone with 40mm nominal size stone agg: | 13.8 | CUM | 2,500 | ₹34,500 | |
1:3:6 (1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size ) crushed | - | cum | - | - | |
Providing and laying 60 mm thick factary made cement concrete Interlocking Paver block of m 30 grade made by block making machine with strong vibratory compaction and of a approved size and design /shape laid in required colour pattern over and including 50 mm thick compacted bed of fine sand filling the joints with coarse sand etc. all complete as per direction of Eniggineer | - | sqm | - | - | |
P/L of c.c 1:1.5:3 with 20 mm n/s stone aggregate | - | cum | - | - | |
Reinforcement for RCC work including straighting bending,binding,placing in position | - | kg | - | - | |
Centering and shuttering of Formwork including strutting, propping etc. and removal of form work Foundations, footings, bases of columns etc. mass concrete. | - | sqm | - | - | |
Centering and shuttering to the suspended floors and roofs etc | - | sqm | - | - | |
Providing and Laying NP2 Class (Light Duty)R.C.C Pipes with collars jointed( 300mm dia) | - | rmt | - | - |
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