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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.0 LAdmitted-Finance UTTAR PRADESH | LUCKNOW | UTTAR PRADESH | 226001 | -20.00% | ₹10.0 L | L1 | Admitted-Finance |
| 2 | L2₹10.2 L+₹13,805.21 (1.38%)Admitted-Finance 5 361 AWAS VIKAS MAINPURI | MAINPURI | UTTAR PRADESH | 205001 | -18.90% | ₹10.2 L+₹13,805.21 (1.38%) | L2 | Admitted-Finance |
Tender Value
₹12.6 L
EMD Value
₹25,100
Closing Date
16 Apr 2026, 3:00 pmClosed
CHIEF ENGINEER
1 SAROJINI NAYDU MARG CIVIL LINE PRAYAGRAJ
Zone-03 Ward-07 Rajapur ke antargat gali sankhya-19 me Ankit Maurya ke makan se Abhinav Chaudhary ke makan se hote hue Ravindra ke makan tak gali aur naali ka nirmaan karya.
2026_NNAMC_1132638_2
16.04.2026
Open Tender
Civil Works
Percentage
60 days
CIVIL LINE
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,534
AS PER DOCS
₹25,100
20 May 2026
3 Apr 2026
16 Apr 2026
3 Apr 2026
16 Apr 2026
3 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 |
|---|---|---|---|---|---|
| 1 | Earth work Exavation in foundation as in wet and foul position lead lift &30 m lead with aqll complete work (S.I.No.251) | - | cum | - | - |
| 2 | Earth work cutting/Filling of embankment lead 30 m and up to 1.5 m lift with all complete work (S.I.No.253) | - | cum | - | - |
| 3 | Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, i/c supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Si. No. 273 | - | Cum | - | - |
| 4 | Class-150 brick work in 1:4 Cement and fine Sand mortar in foundation and plain including supply of all materials, labour, curing and T&P etc. required for proper completion of work. SI No. 305 | - | cum | - | - |
| 5 | 12mm thick plaster cement mortar consisting of 1 part cement and 4 parts of fine sand of 1.25 finerness modulus.SI 574 | - | Sqm | - | - |
| 6 | Construction of Granular Sub base (G.S.B) by providing closed graded material mixing by mix in place method including water and compacting with vibratory rollers as per MORT& H specification401 | - | cum | - | - |
| 7 | Providing &laying of Rubber molded reflective Zig-Zag 80 mm thick Interlocking tiles of precast compressive strength I.S.I marked. In gray based Including joints filled and bedding 5cm. With local sand leveling dressing of surface required level &slop and also including all materail labour T&p loading unloading stacking cartage and all taxes required for proper completion of work as per MORD specification No.1500 | - | sqm | - | - |
| 8 | R.CC work (1:1.5:3) with cement course sand &20mm the stone grit including all complete work (S.I.No.279B) | - | Cum | - | - |
| 9 | M.S iron work including cutting bending and praper laying all complete work (S.I.No.504) | - | qtl | - | - |
| 10 | Cartage of earth upto 5 km. distance from site with all complete work. | - | cum | - | - |
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tech_eval.pdf
fin_bid_open.pdf
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BOQ_2114028.xls
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