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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.5 LAdmitted-Finance | -2.50% | ₹7.5 L | L1 | Admitted-Finance |
| 2 | L2₹7.7 LAdmitted-Finance | +0.50% | ₹7.7 L | L2 | Admitted-Finance |
| 3 | L3₹7.8 LAdmitted-Finance | +1.00% | ₹7.8 L | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹7.7 L
EMD Value
₹77,018
Closing Date
23 Apr 2026, 5:00 pmClosed
Executive Officer
Npp Tilhar
Construction of an asphalt road in Ward No. 02, Mohalla Kunwarganj from Bansi Halwais shop up to the area opposite the pump.
2026_DOLBU_1133002_20
646/NPPT/2025-26
Open Tender
Civil Works
90 days
Npp Tilhar
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,160
Yes
Npp
₹77,018
Yes
30 Apr 2026
6 Apr 2026
24 Apr 2026
6 Apr 2026
23 Apr 2026
6 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 |
|---|---|---|---|---|---|---|
| 1Laying and Jointing PVC Pipe. Heading | ||||||
| 1.01 | scraifiying existing bitumenious marking cris cross line on surface to a depth on 50 mm and disposal of scarified material with 16.77 | - | sqm | 1 | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | WBM Grading 3
Providing, laying, spreading & compaction of stone aggregates of specific sizes to WBM specifications including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonn in stages to proper grade & camber, applying & brooming requisite type of binding material to fill up the intristices of coarse aggregates,watering & rolling making necessary earthen bund to protect edges lighting, guarding & barricatings, &maintenance of diversions etc.[Grading of no-3] (22.4 - 53 mm size). | 1 | cum | 1 | ₹1 | BI01010001010000000000000515BI0100001114 |
| 1.03 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | sqm | - | - | BI01010001010000000000000515BI0100001115 |
| 1.04 | Providing and applying tack coat with Bitumen emulsion (RS-1) sq.m using emulsion distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | 1 | - | BI01010001010000000000000515BI0100001116 |
| 1.05 | 20 mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/ modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. | - | sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 2 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. | - | sqm | 1 | - | BI01010001010000000000000515BI0100001118 |
| 3Patri filling including supply of all material, labour, T&P etc. required for proper completion of the work.( | ||||||
| 4 | Dismantling old bricks work including stacking of serviceable material and disposal of unserviceable material with in lead of 50meters as per direction of Engineer in charge all com. | 1 | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 5Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work, in foundation and floors. (PWD-281) | ||||||
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