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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAccepted-AOC | ₹8.9 L Quoted ₹13.9 L | L1 | Accepted-AOC FINANCIAL BID ACCEPTED AT THE PRICE OF RS.887063.00 |
| 2 | L2₹16.1 LRejected-Finance | ₹16.1 L | L2 | Rejected-Finance Rejected due to higher rate quoted |
Tender Value
₹15 L
EMD Value
₹1.5 L
Closing Date
27 Mar 2026, 12:00 pmClosed
Executive Engineer
Construction Division-3, PWD, Barabanki
Work of roof repair of the Government District Library in District Barabanki, including repair of the boundary wall, interlocking in the campus, and provision of a drainage system
2026_CEUFZ_1128212_1
686/3A/Etender/2026 date 13-03-2026
Open Tender
Civil Works - Buildings
90 days
Barabanki
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹1.5 L
Yes
12 May 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
27 Mar 2026
20 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil (DSR 2.1.1) | ||||||
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (DSR 15.1) | - | Cum | - | - | BI01010001010000000000000515BI0100001119 | |
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- harge. In cement mortar (DSR 15.7.4) | - | Cum | - | - | BI01010001010000000000000515BI0100001120 | |
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 | - | - | BI01010001010000000000000515BI0100001121 | |
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry , but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate (DSR 11.3.1) | - | Cum | - | - | BI01010001010000000000000515BI0100001122 | |
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 | - | - | BI01010001010000000000000515BI0100001123 | |
Extra for rendering smooth the top of suspended floors, landings and staircases (treads and risers) with cement mortar 1:2 (1 cement : 2 coarse sand), including a floating coat of neat cement and protecting the surface with a layer of 7.5 cm of earth laid over 15 mm of fine sand in case of suspended floor and bricks laid in mud mortar in case of landings and steps, including subsequent removal and cleaning of the same. (DSR 5.24) | - | Sqm | - | - | BI01010001010000000000000515BI0100001124 | |
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:
(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.
(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 1 15 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.
(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.
(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :
With average thickness of 120 mm and minimum thickness at khurra as 65 mm. (DSR 22.7.1) | - | sqm | - | - | BI01010001010000000000000515BI0100001125 | |
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | - | Cum | - | - | BI01010001010000000000000515BI0100001126 | |
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge (DSR 16.68) | - | Sqm | - | - | BI01010001010000000000000515BI0100001127 | |
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