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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.4 LAccepted-AOC | ₹20.4 L Quoted ₹17.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹17.4 L+₹8,805.88 (0.51%)Rejected-Finance | ₹17.4 L+₹8,805.88 (0.51%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
Tender Value
₹20.4 L
EMD Value
₹40,800
Closing Date
2 May 2026, 12:00 pmClosed
EXECUTIVE ENGINEER
EE RED SECOND FLOOR VIKAS BHAWAN BAREILLY
Repair works for the dilapidated walls and ceiling, as well as toilets, etc., at the office situated within the Collectorate premises of the Additional Commissioner (Finance), Board of Revenue, U.P., Bareilly Division, Bareilly (District Bareilly)
2026_REDUP_1132868_1
3496/01/EE/RED/2025-26 DATE 18-03-2026
Open Tender
Civil Works
Percentage
90 days
NAGAR CHETRA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹40,800
24 Aug 2026
2 Apr 2026
2 May 2026
2 Apr 2026
2 May 2026
2 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 |
|---|---|---|---|---|---|
| 0 | BOQ | - | - | - | - |
| 1 | Demolishing 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 | - | Cum | - | - |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge(.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) DSR 15.2.2 | - | Sqm | - | - |
| 3 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. DSR 15.56 | - | Sqm | - | - |
| 4 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Jointstrength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/ 250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :DSR 14.91 | - | Sqm | - | - |
| 5 | Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation.DSR 14.92 | - | Sqm | - | - |
| 6 | 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. DSR 2.8.1 | - | Cum | - | - |
| 7 | 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) DSR 4.1.8 | - | Cum | - | - |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.1.1 | - | Cum | - | - |
| 9 | 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) DSR 13.4.1 | - | Sqm | - | - |
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