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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹35.1 LAdmitted-Finance | -9.99% | ₹35.1 L | L1 | Admitted-Finance |
| 2 | L2₹39.0 LAdmitted-Finance | -0.05% | ₹39.0 L | L2 | Admitted-Finance |
| 3 | L3₹39.4 LAdmitted-Finance | +1.00% | ₹39.4 L | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹39.0 L
EMD Value
₹3.9 L
Closing Date
16 Apr 2026, 5:00 pmClosed
DDC MANDI PARISHAD VARANASI
DDC MANDI PARISHAD VARANASI
Repair and maintenance work of link road from Dumari amrasipur marg se amav pitch road tak
2026_RKUMP_1127640_5
NIVIDA 1519 date 25-03-2026
Open Tender
Civil Works
120 days
VARANASI
Please refer Tender documents.
3 documents required · 3 mandatory
₹7,000
DDC RAJYA KRISHI UTPADAN MANDI PARISHAD VARANASI
₹3.9 L
Yes
16 May 2026
30 Mar 2026
17 Apr 2026
30 Mar 2026
16 Apr 2026
30 Mar 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 |
|---|---|---|---|---|---|
| 1Earth work in cutting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20”) in depth and earth work in enbankment to be in 20cm (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5”) lift and 30m (100’) lead. The earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100') distance as directed by the E/I. | |||||
| 2WBM Grading-3 Providing, laying, spreading and compacting stone aggregates of specific sizes (22.4-53 mm) obtained from approved querry of water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming type 'B' screening materials to fill up the interstices of coarse aggregate, watering and compacting to the required denstity grading-3 as per Technical specification clause.4.7/405(3) | |||||
| 3PRIME COAT Providing and applying primer coat with bitumen emulsion (SS) on Prepared Surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm. Using mechanical means (MORD 502) | |||||
| 4TACK COAT Providing and applying tack coat with bitumen (VG-10) using pressure distributer @0.30 Kg/sqm. On the prepared bitumenuos/granular surface end with mechanical broom (MORT&H 530) | |||||
| 5Premix Carpet 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 coarse on a previously prepared base including mixing in a suitable plant, laying and rolling with 3 wheel 80-100 kn static roller capacity finished to required level and grade to be followed by seal coat of either type C as per technical specification | |||||
| 6Seal Coat Providing and laying seal coat sealling the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C per Technical specification Clause 510 | |||||
| 7Brick Edging Brick edging on both side of road with first class brick 8cm (3") wide 12cm (4.50") deep laid with mud mortar including all materials, labour, T&P etc. complete. | |||||
| 8RCC Hume Pipes RCC Hume Pipes NP-3 inculidng collars/ spigot jointed with stiff mixture of cement in the proportion of 1:2 (1 cement : 2 find sand) including testing of joints. :350mm | |||||
| 9Excavation in Foundation Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete. | |||||
| 10PCC Concrete with 4cm. gauge approved stone ballast,approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials labour and tools and plants etc. required for proper completion for the work. | |||||
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