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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.7 LAdmitted-Fee/PreQual/Technical/Finance | -0.60% | ₹16.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹16.7 L+₹3,354.78 (0.20%)Admitted-Fee/PreQual/Technical/Finance RUHOLI DISTRICT AYODHYA | AYODHYA | UTTAR PRADESH | 224001 | -0.40% | ₹16.7 L+₹3,354.78 (0.20%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹16.7 L+₹4,193.48 (0.25%)Admitted-Fee/PreQual/Technical/Finance | -0.35% | ₹16.7 L+₹4,193.48 (0.25%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹16.8 L
EMD Value
₹33,549
Closing Date
2 Jun 2026, 5:00 pmClosed
EXECUTIVE OFFICER NAGAR PALIKA PARISHAD RUDAULI
EXECUTIVE OFFICER NAGAR PALIKA PARISHAD RUDAULI
KASHIPUR NAGAR WARD KE MANAPUR ME RAMLILA STHAL KA SAUNDARYEEKARAN AND VISHRAMALAYA HAAL KA NIRMAN KARYA.
2026_DOLBU_1141189_21
23/NPP/RUDAULI/2026-27
Open Tender
Civil Works
Percentage
AYODHYA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,996
EXECUTIVE OFFICER NAGAR PALIKA PARISHAD RUDAULI
₹33,549
5 Aug 2026
24 Apr 2026
4 Jun 2026
24 Apr 2026
2 Jun 2026
24 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 |
|---|---|---|---|---|---|
| 2 | E/w cutting & filling including cartage 3.0 KM work done distance all compt. | - | cum | - | - |
| 3 | E/W Excavation by machanical means (Hydrolic excavatory manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) all compt. as per DSR no. 2.6.1 in trench for foundation in ordinary soil (loam clay or sandy) including lift upto 1.5 mtr. As per SI 251. SI no. 258A and SI no. 254 | - | cum | - | - |
| 4 | P/L PCC 1:4:8 (1cement:4 Coarse Sand derived form natural sources:8 graded stone aggregate 40 mm nominal size. As per DSR no. 4.1.8 | - | cum | - | - |
| 5 | Brick work with common burnt clay F.P.S. (non mudular) bricks of class desidnation 7.5 in foundation and plinth in cement mortor 1:4 (1 cement:4 coarse sand) as per DSR no. 6.1.1 | - | cum | - | - |
| 6 | RCC work in wall (any thickness) including attached pilasters, columns piers abutments pillars .. Excluding the cost of centering, shuttering and finishing and reinforcement in 1:1.5:3 cement:C.sand stone aggregate of 20 mm all complete as per DSR 5.2.2 for RCC pit cover | - | cum | - | - |
| 7 | Steel reinforcement for RCC work including staightening cutting bending placing in position and binding all complete upto plinth level ad per DSR 5.22.6 | 1 | qtl | - | - |
| 8 | Steel reinforcement for RCC work including staightening cutting bending placing in position and binding all complete above plinth level ad per DSR 5.22A.6 | - | qtl | - | - |
| 9 | Brick work with common burnt clay F.P.S. (non mudular) bricks of class desidnation 7.5 inSuperStructure above plinth level upto floor V level in all shape and sizes in 1:4 (1 cement:4 coarse sand) as per DSR no. 6.4.1 | - | 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. | - | qtl | - | - |
| 11 | P/F of angle iron frames for door, windows and ventilators of mild steel angel sections of size 35x35x5 mm joints mitred and welded by angle iron 35x35x5 mm fram …. All complete as per DSr no. 10.31 | - | qtl | - | - |
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