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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.8 CrAccepted-Finance | ₹1.8 Cr | 1 | Accepted-Finance Being First Lowest |
| 2 | 2₹1.8 CrRejected-Finance E 3 257 VINAMRA KHAND GOMTI NAGAR LUCKNOW | LUCKNOW | LUCKNOW | UTTAR PRADESH | ₹1.8 Cr | 2 | Rejected-Finance Being Second Lowest |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
27 Apr 2026, 2:00 pmClosed
General Manager (Zone-4) Agra
H No. A-121, Sec-13, Avas Vikas Colony, Sikandra, Agra
CONSTRUCTION OF 80 NO- DAY TOILET AND 10 NOS NIGHT TOILET IN VARIOUS AHATA AT CENTRAL JAIL AGRA DISTT-AGRA (U.P)
2026_UPPRC_1138368_1
04/GM-4/UPPCL/2026-27 Dated 13-04-2026
Open Tender
Civil Works - Buildings
365 days
Central Jail Agra
Please refer Tender documents.
2 documents required · 2 mandatory
₹17,700
₹4.0 L
Office of General Manager (Zone-4) Agra
27 May 2026
17 Apr 2026
27 Apr 2026
17 Apr 2026
27 Apr 2026
17 Apr 2026
18 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 | DAY TOILET - 80 No.
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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | - | cum | - | - | - |
| 2 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | cum | - | - | - |
| 3 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 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 | - | cum | - | - | - |
| 4 | 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. | - | - | - |
| 5 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | - | sqm | - | - | - |
| 6 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | - | sqm | - | - | - |
| 7 | 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 (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)-M20
BEAM | - | Cum | - | - | - |
| 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 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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).M20
Lintlel | - | Cum | - | - | - |
| 9 | 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 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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).M20
SLAB | - | Cum | - | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | sqm | - | - | - |
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Bid_Toilet.pdf
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