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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAccepted-AOC | ₹11.9 L | L1 | Accepted-AOC RESPONSIVE |
| 2 | L2₹12.0 LRejected-AOC 221 | HARDOI | UTTAR PRADESH | 209869 | ₹12.0 L | L2 | Rejected-AOC RESPONSIVE |
| 3 | Rejected-Technical AZAD NAGAR HARDOI UTTAR PRADESH 241001 | HARDOI | HARDOI | UTTAR PRADESH | 241001 | - | - | Rejected-Technical NON-RESPONSIVE |
| 4 | Rejected-Technical 85 NUMAIISH PURWA HARDOI | HARDOI | HARDOI | UTTAR PRADESH | 85 | - | - | Rejected-Technical NON-RESPONSIVE |
Tender Value
₹12.0 L
EMD Value
₹24,000
Closing Date
28 Mar 2026, 12:00 pmClosed
E.E.R.E.D.HARDOI
E.E.R.E.D.HARDOI
RAJKIY SAMPRECHADH GRAH ME 02 TOILET KA NIRMAN KARYA
2026_REDUP_1128589_1
LETTAR NO 2192 DATE 10.03.2026
Open Tender
Civil Works
90 days
HARDOI
RAJKIY SAMPRECHADH GRAH ME 02 TOILET KA NIRMAN KARYA
2 documents required · 2 mandatory
₹856
₹24,000
Yes
18 Apr 2026
21 Mar 2026
28 Mar 2026
21 Mar 2026
28 Mar 2026
21 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 |
|---|---|---|---|---|---|
| 1Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per SI.No. 2.8.1 | |||||
| 2Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (Under Floor) as per SI.No. 2.25 (a) | |||||
| 3Providing 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 | |||||
| 4Brick work with common burnt clay (non modular) bricks of class -150 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per SI No- 6.1.2 | |||||
| 5Providing 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI No-5.1.2 | |||||
| 6Reinforced 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 sizederived from natural sources). Above Plinth Lvl as SI No-5.3 | |||||
| 7Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 | |||||
| 8Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 (1 cement : 4 coarse sand ) as per SI no 6.13.2 | |||||
| 9Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per SI no 6.4.2 | |||||
| 10Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). as per SI no. 10.11.1 | |||||
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