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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAccepted-Finance | ₹9.9 L | L1 | Accepted-Finance ACCECPTED BY COMPETENT AUTHORITY |
| 2 | L2₹10.0 LRejected-Finance 36 UMA PARK OPP KUBESHWAR MAHADEV MANDIR NARODA ROAD SAIJPUR BOGHA AHMEDABAD GUJARAT 382345 UDYAM GJ 09 0010154 | AHMADABAD | GUJARAT | 382345 | ₹10.0 L | L2 | Rejected-Finance REJECTED |
| 3 | L3₹10.9 LRejected-Finance 0 SITHAULI KALA MOHANLALGANJ LUCKNOW GOSAIGANJ MOHANLALGANJ UTTAR PRADESH 226301 | LUCKNOW | UTTAR PRADESH | 226301 | ₹10.9 L | L3 | Rejected-Finance REJECTED |
| 4 | L4₹11.9 LRejected-Finance | ₹11.9 L | L4 | Rejected-Finance REJECTED |
| 5 | L5₹12.5 LRejected-Finance | ₹12.5 L | L5 | Rejected-Finance REJECTED |
| Sl No | Description | Qty | Unit | SOMYA ENTERPRISES L3 | Prashant mukundbhai shah L1 | NAMAMIDEVI NARMADE SOLUTIONS L2 | RAJESHWAR DAYAL PANDEY L5 | Maa Narayan Construction Co. L4 | MAHI KRISHNA CONSTRUCTION L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm asured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. | 224 | m2 | 60 ₹13,440 | 20 ₹4,480 | 16 ₹3,584 | 65 ₹14,560 | 65 ₹14,560 | 125 ₹28,000 |
| 2.00 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 48 | m3 | 190 ₹9,120 | 1,500 ₹72,000 | 250 ₹12,000 | 210 ₹10,080 | 200 ₹9,600 | 325 ₹15,600 |
| 3.00 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns up GL | 31.5 | m2 | 340 ₹10,710 | 200 ₹6,300 | 385 ₹12,127.50 | 380 ₹11,970 | 360 ₹11,340 | 1,000 ₹31,500 |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form work for columns ,piers,abutments pillars,post & Struts | 92.02 | m2 | 340 ₹31,286.80 | 100 ₹9,202 | 540 ₹49,690.80 | 420 ₹38,648.40 | 410 ₹37,728.20 | 1,000 ₹92,020 |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 6.28 | m3 | 8,900 ₹55,892 | 7,500 ₹47,100 | 6,200 ₹38,936 | 9,500 ₹59,660 | 9,500 ₹59,660 | 7,500 ₹47,100 |
| 6.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.l. Thermo-Mechanically Treated bars of grade Fe-500 D or more | 1,123.05 | Kg | 115 ₹1.3 L | 75 ₹84,228.75 | 66.2 ₹74,345.91 | 124 ₹1.4 L | 115 ₹1.3 L | 140 ₹1.6 L |
| 7.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.l. Thermo-Mechanically Treated bars of grade Fe-500 D or more | 381.22 | Kg | 110 ₹41,934.20 | 75 ₹28,591.50 | 67 ₹25,541.74 | 110 ₹41,934.20 | 105 ₹40,028.10 | 140 ₹53,370.80 |
| 8.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 15.17 | m3 | 9,100 ₹1.4 L | 9,000 ₹1.4 L | 6,490 ₹98,453.30 | 10,400 ₹1.6 L | 9,500 ₹1.4 L | 9,000 ₹1.4 L |
| 9.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | 4.11 | m3 | 9,350 ₹38,428.50 | 3,000 ₹12,330 | 8,945 ₹36,763.95 | 11,350 ₹46,648.50 | 10,350 ₹42,538.50 | 10,000 ₹41,100 |
| 10.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) | 38.29 | m3 | 8,900 ₹3.4 L | 7,000 ₹2.7 L | 6,500 ₹2.5 L | 9,100 ₹3.5 L | 9,150 ₹3.5 L | 9,000 ₹3.4 L |
Tender Value
₹11.5 L
EMD Value
₹23,074
Closing Date
20 Apr 2026, 10:00 amClosed
Executive Engineer, Mahi Division, CWC,Gandhinagar
Executive Engineer Mahi Division, Gandhinagar 3rd Floor, Narmada Tapi Bhawan Sector 10 A, Gandhinagar 382010
Construction of Compound Wall at Khandiovari Site under MSD, CWC, Kadana
2026_CWC_905045_1
CWC/01/2026-27/MD/GNR
Open Tender
Civil Works
60 days
Construction of Compound Wall at Khandiovari Site
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹23,074
Yes
15 May 2026
9 Apr 2026
21 Apr 2026
9 Apr 2026
20 Apr 2026
9 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm asured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. | - | m2 | - | - |
| 2 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | - | m3 | - | - |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns up GL | - | m2 | - | - |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form work for columns ,piers,abutments pillars,post & Struts | - | m2 | - | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | - | m3 | - | - |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.l. Thermo-Mechanically Treated bars of grade Fe-500 D or more | - | Kg | - | - |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.l. Thermo-Mechanically Treated bars of grade Fe-500 D or more | - | Kg | - | - |
| 8 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | m3 | - | - |
| 9 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | - | m3 | - | - |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) | - | m3 | - | - |
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