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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical document complete |
| 2 | Accepted-Technical | Accepted-Technical document complete |
| 3 | Rejected-Technical | Rejected-Technical Character certificate expired |
Tender Value
₹62 L
EMD Value
₹1.2 L
Closing Date
29 Apr 2026, 3:00 pmClosed
Superintending Engineer, Meerut Circle
Office of The Superintending Engineer, Meerut Circle, UPAVP, Shastri Nagar Meerut
Tourism development work at the shrine in Village Navla, District Muzaffarnagar.
2026_UPHDB_1133039_1
NIT981/G-12/33 dt 25-03-2026 Sr No 03
Open Tender
Civil Works
Percentage
180 days
Village Navla, District Muzaffarnagar.
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
Executive Enginner CD Meerut-03
₹1.2 L
7 May 2026
4 Apr 2026
29 Apr 2026
4 Apr 2026
29 Apr 2026
4 Apr 2026
4 Apr 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 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | - | CUM | - | - |
| 2 | 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 | - | CUM | - | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | CUM | - | - |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | CUM | - | - |
| 5 | 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 sqm. (5)Treatment of soil along External Perimeter 5 litres per sqm. (For payment plinth area to be measured as per IS Code). | - | SQM | - | - |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) FOOTING M-20 Grade | - | CUM | - | - |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, including the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). PLINTH BAND & PLINTH BEAM M-20 Grade | - | CUM | - | - |
| 8 | Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) UP TO PL COLUMN M-20 Grade | - | CUM | - | - |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, including the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). SLAB M-20 Grade | - | CUM | - | - |
| 10 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, including the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). LINTEL BAND & SLAB BEAM M-20 Grade | - | CUM | - | - |
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