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Tender Value
₹2.7 Cr
EMD Value
₹15.3 L
Closing Date
3 Jul 2026, 3:00 pm
Similar tender results from the same govt authority in the past 3 years.
CHIEF ENGINEER NAGAR NIGAM MEERUT
KAISER GANJ GHANTA GHAR MEERUT
Construction work of workshop of Municipal Corporation Meerut under Chief Minister Global Nagarodaya Yojana in JDP Meerut
2026_NNMEE_1160322_1
423/SNV-6T/2026
Open Tender
Civil Works
180 days
MEERUT
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,900
NAGAR AYUKT
₹15.3 L
13 Jun 2026
13 Jun 2026
3 Jul 2026
13 Jun 2026
3 Jul 2026
13 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 | SHED AREA: Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. | 525 | M² | 13.4 | ₹7,035 | BI01010001010000000000000515BI0100001121 |
| 2 | 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 lift upto 1.5 m, as directed by Engineer-in charge. all kind of soil i) 0.00 to 1.50 mtr. Depth | 163.21 | M³ | 135.6 | ₹22,131.46 | BI01010001010000000000000515BI0100001122 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m
All kind of Soil | 990 | M³ | 198.8 | ₹1,96,812 | BI01010001010000000000000515BI0100001123 |
| 4 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kinds of soil BELOW GROUND 1.5 TO 3.00 M | 253.71 | M³ | 96.8 | ₹24,558.69 | BI01010001010000000000000515BI0100001124 |
| 5 | 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. | 990 | M³ | 149.7 | ₹1,48,203 | BI01010001010000000000000515BI0100001125 |
| 6 | 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) | 49.84 | M³ | 5,204.8 | ₹2,59,409.26 | BI01010001010000000000000515BI0100001126 |
| 7 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | 2.97 | M² | 313.9 | ₹932.79 | BI01010001010000000000000515BI0100001127 |
| 8 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | 2.97 | M² | 111.6 | ₹331.63 | BI01010001010000000000000515BI0100001128 |
| 9 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the coloumn pitswall tench basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints,surrounding of pipes and conduits etc.complete(plinth area of the building at ground floor only shall be measured as per I.S.6313(Part ll 1981) aldrine emulsifiable concrete or any other approved material such as hepthachlor or chlordance will be used.The rate of application of chemical emulsion shall be as follows:- (1) treatment for masonary & foundation 5 litres per sq.m. (2) back fill in immediate contract with foundation 7.5 litre per sq.m (3)treatment of top surface of plinth filling 5 liters per sq.m. (4) treatment of soil along external parameter of building 7.50 lire per sq.m. | 9 | M² | 236.9 | ₹2,132.1 | BI01010001010000000000000515BI0100001129 |
| 10 | 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. All works upto plinth level | 80.51 | M³ | 7,262.3 | ₹5,84,709.56 | BI01010001010000000000000515BI0100001130 |
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