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Tender Value
₹39.6 L
EMD Value
₹4.0 L
Closing Date
31 Aug 2026, 11:00 am6d left
EO, NP KANTH (MORADABAD)
NAGAR PANCHAYAT KANTH (MORADABAD)
WARD NO 15 AND 16 ME KANTH DHAMPUR ROAD PAR APOLO MEDICAL STORE SE DELHI CHILDREN ACADEMY GUR MANDI TAK RCC SADAK AND RCC NAALI NIRMAN KARYE.
2026_DOLBU_1172772_10
382/N.P.KANTH/26 DATE 21.07.2026
Open Tender
Civil Works
Percentage
120 days
KANTH (MORADABAD)
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,074
EXECUTIVE OFFICER, NP KANTH
₹4.0 L
EXECUTIVE OFFICER, NP KANTH (MORADABAD)
31 Aug 2026
28 Jul 2026
31 Aug 2026
28 Jul 2026
31 Aug 2026
28 Jul 2026
31 Jul 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 |
|---|---|---|---|---|---|
| 1 | Site Clearence, Material shifting by Labour including all labour , T&P etc complete. DSR-2023 code No-0114 (Rate=645.0*0.749=483.10/day) | - | days | 483.1 | - |
| 2 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. DSR 2023 code No. 15.7.4 (Rate=2060.20*0.749=1543.09/Cum) | 1 | Cu-m | 1,543 | ₹1,542.85 |
| 3 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of
Engineer-in-Charge. DSR 2023 code No. 16.83 (Rate=131.75*0.749=98.68/Sqm) | - | sqm | 98.68 | - |
| 4 | Earth work by mechinical / manual means in rough excavation, bankingexcavated earth in layers not exceeding 20cm in depth, breaking clods,watering, rolling each layer with “2 tonne roller or wooden or steelrammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift : All kinds of soil. DSR Item No. 2.2 (Rate = 395.30-14.25-5.25 = 375.8) (= 375.8x0.749=281.48)DSR. 2.4 Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth.(5.25)
DSR. 2.5 Deduct for not watering the excavated earth for banking.(14.25 ) | 1 | Cu-m | 281.48 | ₹281.45 |
| 5 | Providing & Laying P.C.C. 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources. DRS 2023 Item no -(4.1.10) Rate(6518.60*0.749=4882.43/Cum) | 1 | Cu-m | 4,882.43 | ₹4,881.94 |
| 6 | Renforcement cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources.DSR Item No -5.1.2 (Rate=9045.75*0.749=6775.25/Cum) | 0.2 | Cu-m | 6,775.25 | ₹1,355.05 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.(Thermo-Mechanically Treated bars of grade Fe-500D or more) .DSR Item No-5.22.6 (Rate=107.10*0.749=80.22/Kg) | 0.2 | kg | 80.22 | ₹15.96 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DRS Item No -5.9.2 (Rate=842.5*0.749=631.03/Sqm) | - | sqm | 631 | - |
| 9 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm
nominal size derived from natural sources) DSR Code - 4.1.10 Rate - 6518.60x0.749 = 4882.431/cum | 0.2 | Cu-m | 4,882.43 | ₹971.6 |
| 10 | 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived fromnatural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR Code 2023 - 4.1.3 (Rate - 7878.50x0.749 = 5901 /cu-m | - | Cu-m | 5,901 | - |
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BOQ_2202495.xls
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Estimate-10.pdf
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TIME_EXTEND.pdf
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