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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.3 LAdmitted-Finance | -4.25% | ₹10.3 L | L1 | Admitted-Finance |
| 2 | L2₹10.5 LAdmitted-Finance | -2.99% | ₹10.5 L | L2 | Admitted-Finance |
Updated dates
Tender Value
₹10.8 L
EMD Value
₹21,580
Closing Date
27 Apr 2026, 6:00 pmClosed
EO
NP TODA
E NIT 03/2026-27 WORK NO 03
2026_DLB_550873_3
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 03
2 documents required · 2 mandatory
₹500
NP TODA
₹21,580
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 | 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. 4.10.1.1 Depth upto 1.5 m | - | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories. Qty as per above(wall superstructure) | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar. 50mm thick. 75mm thick. Extra for providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cemen | - | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | 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 | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar | - | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm). | - | sqm | - | - | BI01010001010000000000000515BI0100001121 |
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