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Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
30 Jul 2026, 2:00 pm5d left
E.E. MDDA
MDDA Office Transport Nagar Dehradun
Construction of Monumental National Flag High Mast and Baba Saheb Ambetkar Stachu at Uttarakhand Roadways Bus Stand, Harbatpur, Dehradun
2026_MDDA_97995_1
MDDA/Civil/933/52/2026-27
Open Tender
Civil Works
Percentage
180 days
MDDA Office Transport Nagar Dehradun
Please refer Tender documents.
1 document required · 1 mandatory
₹4,720
Secretary MDDA
₹1.8 L
23 Jul 2026
23 Jul 2026
31 Jul 2026
23 Jul 2026
30 Jul 2026
23 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 | Earth work in excavation by mechanical means (Hydraulic excavator) I manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | - | CUM | 220.59 | - |
| 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) : 8 graded stone aggregate 40 mm nominal size) | 1 | CUM | 5,772.88 | ₹5,767.11 |
| 3 | 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 I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I 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. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | 1 | CUM | 8,054.87 | ₹8,046.82 |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | - | SQM | 332.33 | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts | - | SQM | 814.66 | - |
| 6 | 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. | - | kg | 90.76 | - |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1 :6 (1 cement: 6 coarse sand) | 1 | CUM | 6,044.28 | ₹6,038.24 |
| 8 | 12 mm cement plaster of mix 1:6 (1 cement : 6 coarse sand) | - | SQM | 282.5 | - |
| 9 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1 :4 (1 cement: 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. Granite stone slab of colour black, Cherry/Ruby red Area of slab over 0.50 sqm | 1 | SQM | 4,352.8 | ₹4,348.45 |
| 10 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 1 | CUM | 166.1 | ₹165.93 |
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