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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹19.3 LAdmitted-Finance | -9.99% | ₹19.3 L | L1 | Admitted-Finance |
| 2 | L2₹21.3 LAdmitted-Finance | -1.00% | ₹21.3 L | L2 | Admitted-Finance |
| 3 | L3₹21.7 LAdmitted-Finance CHIRA GHORAWAL SONBHADRA | SONBHADRA | UTTAR PRADESH | 231205 | +1.00% | ₹21.7 L | L3 | Admitted-Finance |
Tender Value
₹21.5 L
EMD Value
₹2.1 L
Closing Date
6 Apr 2026, 5:00 pmClosed
DDC MANDI PARISHAD VARANASI
DDC MANDI PARISHAD VARANASI
Construction of Link Road Aara bhakura se aara tak.
2026_RKUMP_1128277_3
NIVIDA 1500 date 20-03-2026
Open Tender
Civil Works
120 days
VARANASI
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,900
DDC RAJYA KRISHI UTPADAN MANDI PARISHAD VARANASI
₹2.1 L
Yes
29 May 2026
25 Mar 2026
7 Apr 2026
25 Mar 2026
6 Apr 2026
25 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. | |||||
| 2GSB Grading-1 Construction of Granular-Sub-Base by providing well graded material, mixing in a mechanical mix plant at OMC, carriage of mix material to work site upto lead of 1000 m spreading in uniform layers with moter grader on prepared surface and compacting with smooth wheelled roller to achieve the desired density grading -1 , complete as per technical specification clause-401 | |||||
| 3WBM Grading-2 Providing laying and compacting stone aggregates 45-63mm obtained from approved querry of water bound macadam specification including spreading in uniform thickness hand packing-rolling with 3-wheeled steel/ vibratory roller 80-100 tones in stages to proper grade and camber applying and brooming requisite type of screening materials course sand to fil-lup the interstices of course aggregate watering and compacting to the required density grading-2 as per technical specification clause 405 (G-2) | |||||
| 4WBM 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) | |||||
| 5PRIME 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) | |||||
| 6TACK 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) | |||||
| 7Premix 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 | |||||
| 8Seal 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 | |||||
| 9Brick 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. | |||||
| 10RCC 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 | |||||
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