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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical F NO 302 SARANG RESIDENCY PLOT NO 29 OLD VIJAY NAGAR AGRA 282004 | AGRA | AGRA | UTTAR PRADESH | 282004 | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical 106 GREEN AVANUE NAGAR AJMER ROAD GAJSINGHPURA JAIPUR RAJASTHAN 302021 | JAIPUR | RAJASTHAN | 302021 | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹5.3 Cr
EMD Value
₹10.7 L
Closing Date
18 May 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
MVDA, MATHURA
WORK NO. 09 JANPAD MATHURA KE TAHSIL CHHATA KE GRAM SYARAHA ME PORANIK CHEER GHAT KA VIKAS/SAUDRIKARAN KA KARYA
2026_UPMVD_1143109_19
06/MVDA/2026-27 (2B)
Open Tender
Civil Works
Lump-sum
510 days
MATHURA
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Secretary
₹10.7 L
19 May 2026
29 Apr 2026
19 May 2026
29 Apr 2026
18 May 2026
29 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 |
|---|---|---|---|---|---|
| 1 | Earth work in embankment by power transported earth with a lead beyond 200m. and upto 1.00 Km. including excavation, loading, unloading, manual compaction, dressing and all lifts complete excluding royalty will be applicable from time to time on Govt. orders. | 1,733 | Cum | 180 | ₹3,11,940 |
| 2 | Earth Work in removal of coffer dam & cross bar including all lead & lift with its proper dispoal including cost of all materials labour and T&P. complete | 1,387 | Cum | 72 | ₹99,864 |
| 3 | Supplying old/used empty Cement bags including all texes. Filling empty cement bags with local earth/RBM/silt, hand sewing with suja & sutli and placing in position within 60 M placing. (As per S.O.R. Chept XIX/7b ) | 3,312 | Each | 15.6 | ₹51,667.2 |
| 4 | Surface dewatering of foundation and launching apron i/c of all arrangement in KWH by diesel pump sets. Including all cost matrial labour & T&P etc. complete. | 30,079 | kWh | 37.5 | ₹11,27,962.5 |
| 5 | Silt clearance/trench digging including lift upto 1.5m and leadupto 6m, including cost of driver/assistant driver, POL, maintenance of machine, contractor profit, taxes etc butexcluding leveling, dressing & compaction. a) By hydraulic excavator/JCB/ equivalent capacity 25 cum/hour ie. 1000/25. (Rs. 1000 per hour) | 971.2 | Cum | 40 | ₹38,848 |
| 6 | Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, 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 | 285 | Cum | 287 | ₹81,795 |
| 7 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 1,972 | Cum | 450 | ₹8,87,400 |
| 8 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge. All kinds of soil | 4,334 | Cum | 129 | ₹5,59,086 |
| 9 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | 1,647 | Cum | 92 | ₹1,51,524 |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 379 | Cum | 4,960 | ₹18,79,840 |
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