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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.8 LAccepted-AOC 152 JAIL ROAD NAYI BASTI PATTAL WALI GALI NAI BASTI SITAPUR SITAPUR UTTAR PRADESH 261001 | SITAPUR | UTTAR PRADESH | 261001 | ₹16.8 L | L1 | Accepted-AOC RESPONSIVE |
| 2 | L2₹17.0 L+₹18,869.18 (1.12%)Rejected-AOC 11 4 KHANANCHI TOLA HARDOI | ₹17.0 L+₹18,869.18 (1.12%) | L2 | Rejected-AOC RESPONSIVE |
Tender Value
₹16.9 L
EMD Value
₹34,000
Closing Date
20 May 2026, 12:00 pmClosed
Executive Engineer R.E.D.Hardoi
Executive Engineer R.E.D. Vikas Bhawan Hardoi
VIKASH KHAND HARIYAWAN KE GRAM PANCHAYAT KURSAYLI KE MAJRA KODRA ME SAMUDAYIK BHAWAN /UTSHAV BHAWAN KA NIRMAN KARYA
2026_REDUP_1146991_1
LETTAR NO 189 DATE 24.04.2026
Open Tender
Civil Works
Percentage
90 days
HARDOI
VIKASH KHAND HARIYAWAN KE GRAM PANCHAYAT KURSAYLI KE MAJRA KODRA ME SAMUDAYIK BHAWAN /UTSHAV BHAWAN KA NIRMAN KARYA
2 documents required · 2 mandatory
₹944
₹34,000
Yes
11 Jul 2026
9 May 2026
20 May 2026
9 May 2026
20 May 2026
9 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 |
|---|---|---|---|---|---|
| 1 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. DSR-2.8.1 | 32.68 | CUM | - | - |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth leve. 1:4:8 (1 Cernent 4 coarse sand (2-ne-lli, derived from natural sources 8 graded stone aggregate 40 mm nominal size derved from natural sources) As per St no 4.1.8 | 17.02 | CUM | - | - |
| 3 | Brick 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) DSR 6.1.2 | 21.36 | CUM | - | - |
| 4 | Excavanting supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also income ramming and watering of the earth in layers not jexceeding 20 cm in renches, plinth, sides of foundation etc. complete. (Urder Floor) a per St No. 2.25 (a) | 56.34 | CUM | - | - |
| 5 | Providing and laying in position specitied grade of reinforced cement concrete kuruding the cost of centering, shuttering, finishing and reinforcernent Ali work up to plinth level in 11.53 (1) cement 1.5 coarse sand 3 graded stone aggregate 20 mm nominal size) as Si No-5.1.2 | 3.5 | CUM | 1 | ₹3.5 |
| 6 | Reinforced cement concrete work in wall including allached pilastera, buttresses, plinth and string coses, billets, columns, pillars, plera, abutments, posts and souts etc above plinth level up to floor five level, excluding cost et centerng, shuttering, finishing and reinforcement 1153 (1 cement 15 coarse sand(zone-derived from nangrat sources 3 praded stone aggregate 20 mm nominal size derived from natural sources) Above Plinth Lvl as Si No 5.2.2 | 2.26 | CUM | 1 | ₹2.26 |
| 7 | Reinforced cement concrete work in beams, suspended neers, roots having slope up to 15" tandings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor live level, excluding the cost of centering, shuttering, finishing and einforcement with 1.1 5:3 (1 cement 1.5 coarse sand(zone-served from natural sources 3 graded stone aggregato 20 mn. nominal sizederived from natural sources). Above Pinth Lvi as SI No-5.3. | 25.14 | CUM | - | - |
| 8 | Steel reinforcement for R.CC 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/3 5000 or more. As per Sl. No-5.22 8 1 | 28.42 | Qtl | - | - |
| 9 | Brick Work with common burnt clay ( non modular) bricks of class - 150 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) DSR 6.4.2 | 39.06 | CUM | - | - |
| 10 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DSR 10.25.2 | 369.33 | Kg | - | - |
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