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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical ok |
| 2 | Accepted-Technical | Accepted-Technical ok |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
20 May 2026, 1:00 pmClosed
Office of Executive Engineer, C.D. Prayagraj-01
Office of Executive Engineer, C.D. Prayagraj-01, UPAEP, Prayagraj
Construction of Boundary wall at Kasturba Gandhi Balika Vidyalay Jamalpur, Distt.-Mirzapur
2026_UPHDB_1146093_1
646/Lekha-2/101 Date 05.05.2026
Open Tender
Civil Works - Buildings
Percentage
180 days
Jamalpur Mirzapur
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,540
Office of Executive Engineer, C.D. Prayagraj-01
₹1.3 L
Yes
27 May 2026
7 May 2026
20 May 2026
7 May 2026
20 May 2026
7 May 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_) | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil | - | CUM | - | - |
| 0_) | 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 | - | - |
| 0_) | Providing and laying in position specfied grade of reinforcement cement concrete, excluding the cost of centering,shuttering,finishing & 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) | - | CUM | - | - |
| 0_) | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | CUM | - | - |
| 0_) | Centering and shuttering inluding strutting,proping etc. & removal of form for. Foundations, footings, bases of columns, etc. for mass concrete. | - | SQM | - | - |
| 0_) | same as above item but for Columns, Pillars, Piers, Abutments, Posts and Struts. | - | SQM | - | - |
| 0_) | same as above item but for Lintels, beams, plinth beams, girders, bressumers and cantilevers. | - | SQM | - | - |
| 0_) | Steel reinforcment for R.C.C work including strainghtening cutting bending placing in position & binding all complete up to plinth level. Thermo machanically treated bars of grade Fe-500D or more. | - | QTL | - | - |
| 0_) | 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) | - | CUM | - | - |
| 0_) | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) | - | CUM | - | - |
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