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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.9 LAdmitted-Finance NA | -17.20% | ₹18.9 L | L1 | Admitted-Finance |
| 2 | L2₹19.2 LAdmitted-Finance BLOCK S HOUSE 75 MOHAN GARDEN WEST DELHI DELHI 110059 | WEST DELHI | DELHI | 110059 | -15.75% | ₹19.2 L | L2 | Admitted-Finance |
| 3 | L3₹19.3 LAdmitted-Finance 0000 UNNAMED ROAD GAJIYA KANTIT VINDHYACHAL MIRZAPUR UTTAR PRADESH 231307 UDYAM UP 57 0013322 | MIRZAPUR | UTTAR PRADESH | 231307 | -15.26% | ₹19.3 L | L3 | Admitted-Finance |
| 4 | L4₹20.0 LAdmitted-Finance | -12.50% | ₹20.0 L | L4 | Admitted-Finance |
Tender Value
₹22.8 L
EMD Value
₹1.9 L
Closing Date
24 Apr 2026, 4:00 pmClosed
CHIEF ENGINEER
NAGAR NIGAM VARANASI
Ward sa0 24 raamadattapur prateek haaspital se hanumaan mandir tak cc rod va kc naalee nirmaan ka kaary.
2026_NNVAR_1136537_44
02_2026-27
Open Tender
Civil Works
90 days
VARANASI NAGAR NIGAM
AS PER TENDER DOCUMENT
3 documents required · 3 mandatory
₹2,282
TENDER COST AC NO. 50100642535388
₹1.9 L
12 Jun 2026
18 Apr 2026
24 Apr 2026
18 Apr 2026
24 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 |
|---|---|---|---|---|---|---|
| 1okMZ la0 24 jenRriqj vUrxZr izrhd gkfLIkVy ls guqeku eafnj rd lh0lh0 jksM ds0lh0 ukyh fuekZ.k dk;ZA | ||||||
| 1.01 | E/W in cutting cartage & filling from outside 8.00 km including all cost complete(Analysed) | - | M3 | - | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | Providing and laying Cement concrete 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone ballast 40 mm. nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation and floors.S.I.No-281. | - | M3 | - | - | BI01010001010000000000000515BI0100001114 |
| 1.03 | S/L of 125 micron polythene sheet under the foundation or sub base to act as seperation between sub base and concrete slab (for cc road slab) etc | - | M2 | - | - | BI01010001010000000000000515BI0100001115 |
| 1.04 | Laying of CC Road slab consisting of 1:1.5:3 cement coarse sand and approved 20 mm gauge stone ballast over prepared sub grade after its rectification & bringing etc as per sor si no 773B | - | M3 | - | - | BI01010001010000000000000515BI0100001116 |
| 1.05 | S/F of heavy duty M.H. Cover with frame etc. all complete..(Rate Analysis Sanction by NNV &PWD) | - | NOS. | - | - | BI01010001010000000000000515BI0100001117 |
| 1.06 | Construction of Gully pit of size 0.60.x0.60x0.90 Mtr. Including Gully grating with all complete. .(Rate Analysis Sanction by NNV &PWD) | - | NOS. | - | - | BI01010001010000000000000515BI0100001118 |
| 1.07 | Supply, laying of precasted cc block K.C. drain of app. Design and mix over 3" thick 1:6:12 base (1 cement : 6 fine sand : 12 graded brick ballast 40 mm. nominal size) all cost complete. NNA | - | Rmtr | - | - | BI01010001010000000000000515BI0100001119 |
| 1.08 | Supply, laying and jointing of 230 mm dia SW pipe for connection of gully pit with existing manhole with all complete. NNA | - | Rmtr | - | - | BI01010001010000000000000515BI0100001120 |
| 1.09 | R/R of MH upto 30cm depth et all comp. | - | NOS. | - | - | BI01010001010000000000000515BI0100001121 |
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