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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.4 LAdmitted-Finance | -1.00% | ₹9.4 L | L1 | Admitted-Finance |
Updated dates
Tender Value
₹9.5 L
EMD Value
₹18,980
Closing Date
27 Apr 2026, 6:00 pmClosed
EO
NP TODA
E NIT 03/2026-27 WORK NO 04
2026_DLB_550873_4
E NIT 03/2026-27 REF NO 39 DATE 06-04-2026
Open Tender
Civil Works
NP TODA
E NIT 03/2026-27 WORK NO 04
2 documents required · 2 mandatory
₹500
NP TODA
₹18,980
Yes
4 May 2026
10 Apr 2026
29 Apr 2026
10 Apr 2026
27 Apr 2026
10 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. | - | sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete 30cmx30cmx60cm, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 of MoRT&H specification & type "A" as per IS : 278-1978 size designation 5 (line wire 2.24, point wire 2.00mm mass 97-106 g/m) including all material, labour. | - | mtr | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: | - | kg | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
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