Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹40.1 LAccepted-Finance | ₹40.1 L | 1 | Accepted-Finance Being First Lowest |
| 2 | 2₹40.2 LRejected-Finance | ₹40.2 L | 2 | Rejected-Finance Being Second Lowest |
| 3 | Rejected-Technical 3 294 SURESH CHANDRA SHUKLA NYAYA MARG PRIMARY SCHOOL BHARWARA 1 GOMTI NAGAR GOMTI NAGA LUCKNOW UTTAR PRADESH 226028 | LUCKNOW | UTTAR PRADESH | 226028 | - | - | Rejected-Technical All Required Document are Not Complete |
| 4 | Rejected-Technical | - | - | Rejected-Technical All Required Document are Not Complete |
| 5 | Rejected-Technical | - | - | Rejected-Technical All Required Document are Not Complete |
Tender Value
₹40.3 L
EMD Value
₹81,000
Closing Date
13 Apr 2026, 2:00 pmClosed
General Manager (Zone-4) Agra
H No. A-121, Sec-13, Avas Vikas Colony, Sikandra, Agra
INSTALLATION OF TUBE WELL( FOR AGRICULTURE USE ) AT DISTT. JAIL FIROZABAD IN DISTT. FIROZABAD (U.P)
2026_UPPRC_1132854_4
45/GM-4/UPPCL/2025-26 Dated 30-03-2026
Open Tender
Water Equipments/ Meter/ Drilling/ Boring
180 days
Distt Jail Firozabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
₹81,000
Office of General Manager (Zone-4) Agra
24 May 2026
2 Apr 2026
13 Apr 2026
2 Apr 2026
13 Apr 2026
2 Apr 2026
4 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | PUMP ROOM
Earth work in excavation in foundation soil (lime clay or sand) lead up to 30m and lift up to 1.5m and including filling,watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur plus earth as directed by the enginerr incharge up to a distance of 30 meters from the foundation trenches | - | m3 | - | - | - |
| 2 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | - | m3 | - | - | - |
| 3 | 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 : 8 graded stone aggregate 40 mm nominal size). | - | m3 | - | - | - |
| 4 | Diluting and injecting chemical emulsion for POST- CONSTRUCTIONAL anti- termite treatment (excluding the cost of chemical emulsion) : Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor :
With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. | - | m2 | - | - | - |
| 5 | Providing 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 : 3 graded stone aggregate 20 mm nominal size)
Plinth Beam | - | m3 | - | - | - |
| 6 | Reinforced 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 up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
LINTEL | - | m3 | - | - | - |
| 7 | Reinforced 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 up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
SLAB | - | m3 | - | - | - |
| 8 | Reinforced 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 up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
SLAB BEAM | - | m3 | - | - | - |
| 9 | 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) | - | m3 | - | - | - |
| 10 | providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per sqm on DPC after cleaning the surface with brushes and finnally with apiece of cloth lighty soaked in kerosene oil. | - | sqm | - | - | - |
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 8.48 MB
Bid_Tubewell.pdf
Tender Documents • 5.54 MB
BOQ_2114623.xls
BOQ • 0.37 MB
Download all tender documents and submit your bid