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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical BADRI RAI COMPANY ARUN KUMAR RAI DULIAJAN STATION ROAD P O DULIAJAN P S DULIAJAN DIBRUGARH PIN 786602 | DULIAJAN | DIBRUGARH | ASSAM | 786602 | Accepted-Technical Qualified |
| 2 | Accepted-Technical | Accepted-Technical Qualified |
Tender Value
₹17.5 Cr
EMD Value
₹35.0 L
Closing Date
8 Apr 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
General Manager, Zone-1, Prayagraj
General Manager, Zone-1, U. P. Projects Corporation Ltd. 230 /1A, Mehdaury, Telirayganj District-Prayagraj.
Construction of Chief Minister Model Composite Vidhyalaya (Pre-Primary to Class12th) at District-Chandauli.
2025_UPPRC_1013862_2
73/UPPCL/GM-1/E-TENDER/2024-25 Dated-25.02.2025
Open Tender
Civil Works - Buildings
Percentage
1095 days
District-Chandauli.
Please refer Tender documents.
2 documents required · 2 mandatory
₹17,700
Project Manager, Unit-3, Varanasi
₹35.0 L
9 Apr 2025
2 Apr 2025
8 Apr 2025
2 Apr 2025
8 Apr 2025
2 Apr 2025
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 | Construction of Chief Minister Model Composite Vidhyalaya (Pre-Primary to Class12th) at District-Chandauli. | - | - | - | - |
| 2 | Civil Work | - | - | - | - |
| 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 4,258.65 | CUM | 180.06 | ₹7,66,812.52 |
| 4 | 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 | 6,270.06 | CUM | 484.55 | ₹30,38,157.57 |
| 5 | 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) ,including cost of form- work,in foundation and floors. | 637.57 | CUM | 4,712.03 | ₹30,04,248.97 |
| 6 | Supplying and filling in plinth with sand under floors, including watering,
ramming, consolidating and dressing complete. | 485.82 | CUM | 1,469.05 | ₹7,13,693.87 |
| 7 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing
floorWith Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 3,425.62 | SQM | 214.47 | ₹7,34,692.72 |
| 8 | 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, excluding 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). [FOR LINTEL] M-20. | 123.61 | CUM | 7,958.63 | ₹9,83,766.25 |
| 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, excluding 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). [FOR SUNSHADE] M-20. | 16.37 | CUM | 7,958.63 | ₹1,30,282.77 |
| 10 | As in item above for the lighter beams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) | 663.2 | CUM | 7,958.63 | ₹52,78,163.42 |
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