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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance BHARSATHI VARANASI UTTAR PRADESH | MUZAFFARNAGAR | UTTAR PRADESH | 247771 | -18.00% | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.0 Cr+₹75,637.50 (0.74%)Admitted-Finance LUCKNOW | UTTAR PRADESH | 226020 | -17.39% | ₹1.0 Cr+₹75,637.50 (0.74%) | L2 | Admitted-Finance |
| 3 | L3₹1.1 Cr+₹3.7 L (3.66%)Admitted-Finance | -15.00% | ₹1.1 Cr+₹3.7 L (3.66%) | L3 | Admitted-Finance |
| 4 | L3₹1.1 Cr+₹3.7 L (3.66%)Admitted-Finance | -15.00% | ₹1.1 Cr+₹3.7 L (3.66%) | L3 | Admitted-Finance |
| 5 | L3₹1.1 Cr+₹3.7 L (3.66%)Admitted-Finance E 58 61 PHASE 1 ASHOK VIHAR COLONY PAHARIYA DISTRICT VARANASI | VARANASI | VARANASI | UTTAR PRADESH | -15.00% | ₹1.1 Cr+₹3.7 L (3.66%) | L3 | Admitted-Finance |
Tender Value
₹1.2 Cr
EMD Value
₹7.3 L
Closing Date
24 Apr 2026, 4:00 pmClosed
CHIEF ENGINEER
VARANASI NAGAR NIGAM
WARD S. 24 RAMDATPUR ANTERGAT KALPNA VIHAR COLONY ME CC MARG V CC BLOCK NALI LAGANE KA KARY
2026_NNVAR_1136653_39
01_cmnsy_VRS
Open Tender
Civil Works
Percentage
90 days
VARANASI NAGAR NIGAM
AS PER TENDER DOCUMENTS
3 documents required · 3 mandatory
₹12,400
TENDER COST, Account no- 50100642535388
₹7.3 L
15 Jul 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 |
|---|---|---|---|---|---|
| 1okMZ la0 24 jenRriqj vUrxZr dYiukFk fogkj dkyksuh es lh0lh0 ekxZ o lh0lh0 Cykd ukyh yxkus dk कार्यA | |||||
| 1.01 | E/W in cutting cartage & filling from outside 8.00 km including all cost complete(Analysed) | - | M3 | - | - |
| 1.02 | Providing and laying Cement concrete 1:6:12( 1 cement : 6 fine sand : 12 graded brick 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. SOR SI No. 273 | - | M3 | - | - |
| 1.03 | First class bricks work in 1:4 in cement and coarse sand of 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. SOR SI No. 305(b) | - | M3 | - | - |
| 1.04 | 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. | - | CUM | - | - |
| 1.05 | 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 | - | - |
| 1.06 | 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 | - | - |
| 1.07 | Supply & fixing of precast CC block KC drain with PCC base concrete etc all comp. | - | Rmt | - | - |
| 1.08 | S/L of GSB site including consolidation water allawance etc materials and labour T & P etc all complete work | - | CUM | - | - |
| 1.09 | Supply & Laying of rubber moulded80mm thick CC interlocking pavor block with 30mm local sand & 40 mpa strenght etc all comp. GRAY | - | SQM | - | - |
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