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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹43.1 LAdmitted-Finance | -5.21% | ₹43.1 L | L1 | Admitted-Finance |
| 2 | L2₹46.8 LAdmitted-Finance | +3.00% | ₹46.8 L | L2 | Admitted-Finance |
Tender Value
₹46.4 L
EMD Value
₹93,000
Closing Date
30 Apr 2026, 11:30 amClosed
SUPERINTING ENGINEER
OFFICE OF SUPERINTING ENGINEER GORAKHPUR CIRCLE, UPAVP SHAHPUR YOJNA NO 2/3 GORKAHPUR
CONSTRUCTION OF BOUNDARYWALL AT KASTURBA GANDHI BALIKA VIDYALAYA, KHAJNI GORKAHPUR
2026_UPHDB_1137828_9
129/G-02/36 DATED 10.04.2026
Open Tender
Civil Works
Percentage
180 days
KGBV KHAJNI GORAKHPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,770
EXECUTIVE ENGINEER UP AVAS EVAM VIKAS PARISHAD GKP
₹93,000
Yes
30 Jun 2026
17 Apr 2026
30 Apr 2026
17 Apr 2026
30 Apr 2026
17 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_) | Earth 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 0.30 m & Avobe.2023DSR-2.6.1 | - | CUM | - | - |
| 0_) | Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation.2023DSR-4.1.8 | - | 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,1.2 coarse sand zone-iii,3 graded stone aggregate 20mm. (Nominal size)2023DSR-5.1.2 | - | 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).2023DSR-5.3 | - | CUM | - | - |
| 0_) | Centering,shuttering inluding strutting,proping etc. & removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers.2023DSR-5.9.5 | - | SQM | - | - |
| 0_) | Centering,shuttering inluding strutting,proping etc. & removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts.2023DSR-5.9.6 | - | SQM | - | - |
| 0_) | Brick work with common burnt clay (non-modular) bricks of class-7.5 in foundation & plinth in. Cement morter 1:6 (1 cement:6 coarse sand)2023DSR-6.1.2 | - | CUM | - | - |
| 0_) | Brick work with common burnt clay (non modular) bricks of class-7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)2023DSR-6.4.2 | - | CUM | - | - |
| 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.2023DSR-5.22.6 | - | QTL | - | - |
| 0_) | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand).2023DSR-13.4.2 | - | SQM | - | - |
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