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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.1 LAccepted-Finance 0 SITHAULI KALA MOHANLALGANJ LUCKNOW GOSAIGANJ MOHANLALGANJ UTTAR PRADESH 226301 | LUCKNOW | UTTAR PRADESH | 226301 | ₹11.1 L | L1 | Accepted-Finance quoted lowest |
| 2 | L2₹11.5 L+₹35,176.24 (3.17%)Rejected-Finance | ₹11.5 L+₹35,176.24 (3.17%) | L2 | Rejected-Finance rejected |
| 3 | L3₹13.7 L+₹2.6 L (23.4%)Rejected-Finance | ₹13.7 L+₹2.6 L (23.4%) | L3 | Rejected-Finance rejected |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Non responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically Non responsive |
| Sl No | Description | Qty | Unit | SOMYA ENTERPRISES L1 | RAJESHWAR DAYAL PANDEY L3 | Prashant mukundbhai shah L2 |
|---|---|---|---|---|---|---|
| 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. | 930.25 | Sqm | 15 ₹13,953.75 Lowest | 25 ₹23,256.25 | 50 ₹46,512.5 |
| 2.00 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc complete and stacking within 50 m lead (of area beyond 3 Sqm) | 1 | no | 500 ₹500 Lowest | 640 ₹640 | 1,000 ₹1,000 |
| 3.00 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. Weight 9.38 Kg/100 m | 11.16 | no | 90 ₹1,004.58 Lowest | 110 ₹1,227.82 | 200 ₹2,232.4 |
| 4.00 | Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of : 15.34.1 T’ or ‘L’ iron or pipe | 17 | No | 200 ₹3,400 Lowest | 240 ₹4,080 | 200 ₹3,400 Lowest |
| 5.00 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. Gate Column 2 Nos (Dimensions 2.25 m x 0.25 m x 0.32 m) and 1 No. attached column (Dimensions 1.35 m x 0.25 m x 0.40 m) | 0.49 | Cum | 2,500 ₹1,237.5 | 2,750 ₹1,361.25 | 1,000 ₹495 Lowest |
| 6.00 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, leadup to 50 m for all lift. Average depth of trench to be filled = 1.11 m | 291.38 | Cum | 200 ₹58,275 Lowest | 260 ₹75,757.5 | 700 ₹2,03,962.5 |
| 7.00 | 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. | 35.66 | Cum | 220 ₹7,846.08 Lowest | 280 ₹9,985.92 | 300 ₹10,699.2 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns up GL | 92.79 | Sqm | 320 ₹29,692.8 | 350 ₹32,476.5 | 200 ₹18,558 Lowest |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form work for : Columns ,piers,abutments pillars,post & Struts | 78.86 | Sqm | 310 ₹24,446.6 | 450 ₹35,487 | 300 ₹23,658 Lowest |
| 10.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size derived from natural resources) | 5.36 | Cum | 8,200 ₹43,952 | 9,200 ₹49,312 | 5,000 ₹26,800 Lowest |
Tender Value
₹12.8 L
EMD Value
₹25,533
Closing Date
21 May 2026, 4:00 pmClosed
Executive Engineer Mahi Division CWC
o/o Executive Engineer Mahi Division CWC Gandhinagar
Construction of Compound Wall at Sapawada Site under BLSD, CWC, Palanpur
2026_CWC_908145_1
CWC/05/2026-27/MD/GNR
Open Tender
Civil Works
Works
60 days
Sapawada site
as mentioned in bid document
2 documents required · 2 mandatory
₹0
₹25,533
Yes
1 Jul 2026
11 May 2026
22 May 2026
11 May 2026
21 May 2026
11 May 2026
11 May 2026 - 19 May 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. | 930.25 | Sqm | 100 | ₹93,025 |
| 2 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc complete and stacking within 50 m lead (of area beyond 3 Sqm) | 1 | no | 100 | ₹100 |
| 3 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. Weight 9.38 Kg/100 m | - | no | 100 | - |
| 4 | Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of : 15.34.1 T’ or ‘L’ iron or pipe | 17 | No | 100 | ₹1,700 |
| 5 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. Gate Column 2 Nos (Dimensions 2.25 m x 0.25 m x 0.32 m) and 1 No. attached column (Dimensions 1.35 m x 0.25 m x 0.40 m) | - | Cum | 100 | - |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, leadup to 50 m for all lift. Average depth of trench to be filled = 1.11 m | - | Cum | 100 | - |
| 7 | 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. | - | Cum | 100 | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns up GL | 92.79 | Sqm | 100 | ₹9,279 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for : Columns ,piers,abutments pillars,post & Struts | 78.86 | Sqm | 100 | ₹7,886 |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size derived from natural resources) | 5.36 | Cum | 100 | ₹536 |
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