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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹87.2 LAccepted-Finance | ₹87.2 L | 1st | Accepted-Finance L-1 |
| 2 | 2nd₹87.9 LAccepted-Finance | ₹87.9 L | 2nd | Accepted-Finance L-2 |
Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
7 Apr 2026, 12:00 pmClosed
EXECUTIVE ENGINEER
OFFICE CUM SHOPPING COMPLEX JAWAHAR NAGAR BHELUPUR VARANASI
REPAIR WORK OF PURAN KAKSH LOCATED IN SAMPURNANAND SANSKRIT UNIVERSITY DISTRICT- VARANASI
2026_UPHDB_1129424_1
554/M-11/195 dt. 17.03.2026(1)
Open Tender
Civil Works
270 days
SAMPURNANAND SANSKRIT UNIVERSITY DISTRICT- VARANAS
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,540
EXECUTIVE ENGINEER CD VARANASI-02 UPAVP VARANASI
₹1.8 L
13 Apr 2026
24 Mar 2026
7 Apr 2026
24 Mar 2026
7 Apr 2026
24 Mar 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 |
|---|---|---|---|---|---|
| 1Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. DSR 14.75 | |||||
| 2Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. DSR 15.3 | |||||
| 3Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar DSR 15.7.4 | |||||
| 4Earth 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 kinds of soil DSR 2.8.1 | |||||
| 5Filling By carted earth in trenches, plinth, sides of foundation, campus etc. in layers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering including lead upto 50 m & lift upto 1.50 m. DSR 2.25a | |||||
| 6Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR 2.27 | |||||
| 7Providing and laying in position cement concrete of specified grade excluding the cost of entering 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 mmnominal size derived from natural sources) DSR 4.1.8 | |||||
| 8Providing and laying in position specified grade of reinforced cement concrete, excluding 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) DSR 5.1.2 | |||||
| 9Reinforced 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). DSR 5.3 | |||||
| 10Centering and shuttering including strutting, propping etc. And removal of form for : DSR 5.9Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.1 | |||||
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