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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC POTHUKAL PO MALAPPURAM KERALA | MALAPPURAM | KERALA | 679334 | ₹3.8 L | L1 | Accepted-AOC agmt exe |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | KODUVALLY BLOCK MULTI ENGINEERING LABOUR CONTRACT CO OPERATIVE SOCIETY L3 | SHIHABUDHEEN V T L2 | ABDURAHIMAN L1 |
|---|---|---|---|---|---|---|
| 1.00Footpath Culvert | ||||||
| 1.00 | 2.8.1: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 up to 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 | 11.56 | cum | 363.46 ₹4,202.32 | 326.45 ₹3,774.41 | 295.72 ₹3,419.11 Lowest |
| 1.00 | 51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 3.85 | cum | 997.07 ₹3,842.71 | 895.55 ₹3,451.45 | 811.26 ₹3,126.6 Lowest |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.78 | cum | 8,658.01 ₹50,051.96 | 7,776.47 ₹44,955.77 | 7,044.46 ₹40,724.02 Lowest |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 20.43 | cum | 9,331.74 ₹1,90,610.12 | 8,381.6 ₹1,71,202.56 | 7,592.65 ₹1,55,087.47 Lowest |
| 1.00 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.78 | cum | 10,597.54 ₹61,264.38 | 9,518.52 ₹55,026.56 | 8,622.55 ₹49,846.96 Lowest |
| 1.01 | 5.22.2:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHard drawn steel wire | 427.79 | kilogram | 110.88 ₹47,433.8 | 99.59 ₹42,604 | 90.22 ₹38,595.57 Lowest |
| 1.01 | 10.26.1:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.M.S. tube | 9 | kg | 199.13 ₹1,792.17 | 178.86 ₹1,609.74 | 162.02 ₹1,458.18 Lowest |
| 1.01 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 102.13 | sqm | 848.32 ₹86,639.77 | 761.95 ₹77,818.72 | 690.22 ₹70,492.86 Lowest |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 50.4 | sqm | 390.16 ₹19,664.84 | 350.43 ₹17,662.37 | 317.45 ₹16,000.11 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,580
Closing Date
3 Jun 2026, 6:00 pmClosed
Assistant Engineer
O/O AE, LSGD, KODUVALLY MUNCIPALITY,
Please refer Tender documents.
2026_LSGD_849839_1
KDLYMCP/LSGD/AE/ET02(04)/25-26
Open Tender
Civil Works - Others
Item Rate
180 days
KODUVALLY
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,580
Yes
30 Jul 2026
25 May 2026
4 Jun 2026
25 May 2026
3 Jun 2026
25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Footpath Culvert | |||||
| 1.001 | 2.8.1: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 up to 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 | 1 | cum | - | - |
| 1.002 | 51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | - | cum | - | - |
| 1.003 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.004 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.005 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.006 | 5.22.2:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHard drawn steel wire | 0.6 | kilogram | - | - |
| 1.007 | 10.26.1:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.M.S. tube | - | kg | - | - |
| 1.008 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 0.4 | sqm | - | - |
| 1.009 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
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