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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹22.7 LAdmitted-Finance VILLAGE PIPRA MEDHAU POST KASEILA MANSARTIKA DISTRICT BASTI UTTAR PRADESH | -0.18% | ₹22.7 L | L1 | Admitted-Finance |
| 2 | L2₹22.7 LAdmitted-Finance | -0.04% | ₹22.7 L | L2 | Admitted-Finance |
| 3 | L3₹22.7 LAdmitted-Finance | +0.00% | ₹22.7 L | L3 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹2.7 L
Closing Date
13 May 2026, 1:00 pmClosed
EO
NP BELHARKALA SKN
NP BELHARKALA KE WARD NO 8 ME SUBASH CHAURASIYA KE GHAR SE SURESH KACHER KE GHAR MARG PAR CC ROAD NIRMAN KARYA
2026_DOLBU_1141874_2
N60/npb/2026-27
Open Tender
Civil Works
120 days
NP BELHARKALA SKN
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,700
Yes
EO
₹2.7 L
Yes
16 May 2026
27 Apr 2026
13 May 2026
27 Apr 2026
13 May 2026
27 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 |
|---|---|---|---|---|---|---|
| 1NP BELHARKALA KE WARD NO 8 ME SUBASH CHAURASIYA KE GHAR SE SURESH KACHER KE GHAR MARG PAR CC ROAD NIRMAN KARYA. | ||||||
| 1.01 | NP BELHARKALA KE WARD NO 8 ME SUBASH CHAURASIYA KE GHAR SE SURESH KACHER KE GHAR MARG PAR CC ROAD NIRMAN KARYA. | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | P.C.C.in 1:4:8 cement course sand with 40mm gauge Stone ballast. | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.03 | M150 Sub class A brick work in 1:4 cement and sand mortar in Brick Work including supply of all material, labour T&P etc required for completion of the work as per SI No. 305+303 | 1 | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 212 mm thick Plaster with cement mortar in proportion of 1:4 cement and sand of 1.25 FM over brick work minimum thickness not be less than 10 mm i/c supply of all materials, labour and T&P etc required for completion of the work. as per SI No. 583 | ||||||
| 3 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per clause 401. | 1 | Cum | - | - | BI01010001010000000000000515BI0100001119 |
| 4 | Providing, laying, WBM Grade-3 with 22.4-53mm size Stone Ballast, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled static roller and fill up the interstices of coarse aggregate, watering and compacting to the required dencity G-3 as per TSC 405.3 | 1 | Cum | - | - | BI01010001010000000000000515BI0100001120 |
| 6Laying C.C. Road slab consisting of 1:1½:3 cement, coarse sand & approved 20mm. Gauge stone ballast, over prepared sub grade after its rectifications & bringing it to proper camber & including supply of all materials, labour and T & P etc. required for proper completion of work, finished to required templete as directed by Engineer-In-Charge but excluding cost of required for rectification of the sub grade. | ||||||
| 7Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 1/2 meter (20") in depth and earth work in embankment 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 in directed by the E/I. | ||||||
| 8.01 | Supply and Fixing of granite Inogration Stone and sign board . | - | job | - | - | BI01010001010000000000000515BI0100001125 |
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