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Tender Value
₹95.6 L
EMD Value
₹4.8 L
Closing Date
15 Jun 2026, 5:00 pm
Executive Engineer
MVDA, MATHURA
WORK NO. 04 MATHURA ME GOVERDHAN TAHSIL KE UNCHA GAV ME SAKHIGIRI PARVAT KE 30 HECTARE AVNAT VAN KE ECHO RESTORATION HETU FENCING KA KARYA
2026_UPMVD_1156979_4
10/MVDA/2026-27
Open Tender
Civil Works
210 days
MATHURA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
Secretary
₹4.8 L
5 Jun 2026
5 Jun 2026
16 Jun 2026
5 Jun 2026
15 Jun 2026
5 Jun 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 |
|---|---|---|---|---|---|---|
| 1 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. ordinary rock | 366.12 | Cum | 460 | ₹1,68,415.2 | BI01010001010000000000000515BI0100001109 |
| 2 | 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) | 44.84 | Cum | 4,960 | ₹2,22,406.4 | BI01010001010000000000000515BI0100001110 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 cement: 1½ coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 290.4 | Cum | 6,073 | ₹17,63,599.2 | BI01010001010000000000000515BI0100001111 |
| 4 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, portland pozzolana / ordinary portland /portland Slag cement, admixtures in recommended proportions as per iS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | 2 | Cum | 6,920 | ₹13,840 | BI01010001010000000000000515BI0100001112 |
| 5 | All works above plinth level upto floor V level concrete of M25 grade with minimum cement content of 330 kg /cum | 1 | Cum | 7,179 | ₹7,179 | BI01010001010000000000000515BI0100001113 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete | 4 | Sqm | 285 | ₹1,140 | BI01010001010000000000000515BI0100001114 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, Abutments, posts and Struts | 9 | Sqm | 699 | ₹6,291 | BI01010001010000000000000515BI0100001115 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick | 3 | Sqm | 613 | ₹1,839 | BI01010001010000000000000515BI0100001116 |
| 9 | Supplying at site :R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand: 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in- charge (cost of earth works in excavation, concrete works in foundation to be paid separately). | 111.38 | Cum | 23,949 | ₹26,67,439.62 | BI01010001010000000000000515BI0100001117 |
| 10 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 240 | Kg | 125 | ₹30,000 | BI01010001010000000000000515BI0100001118 |
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