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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹3.6 LAccepted-AOC | ₹3.6 L | l1 | Accepted-AOC l1 |
| 2 | Rejected-Technical KALARICKAL H ELAMBRA | KOTTAYAM | KERALA | 686001 | - | - | Rejected-Technical all document submitted |
| Sl No | Description | Qty | Unit | A N SURENDRAN L1 | K R ASOKAN L2 |
|---|---|---|---|---|---|
| 1.00Colony Upgradation | |||||
| 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 | 5.2 | cum | 308.99 ₹1,606.75 Lowest | 329.14 ₹1,711.53 |
| 1.00 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 1.44 | cum | 1,028.5 ₹1,481.04 Lowest | 1,095.55 ₹1,577.59 |
| 1.00 | 4.1.8: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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1.3 | cum | 6,814.35 ₹8,858.66 Lowest | 7,258.59 ₹9,436.17 |
| 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) | 4.12 | cum | 9,009.85 ₹37,165.63 Lowest | 9,597.22 ₹39,588.53 |
| 1.00 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 193.88 | kilogram | 96.57 ₹18,722.51 Lowest | 102.87 ₹19,943.92 |
| 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 | 16.5 | sqm | 331.71 ₹5,473.22 Lowest | 353.33 ₹5,829.95 |
| 1.01 | 4.1.6: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 40 mm nominal size derived from natural sources) | 27.28 | cum | 7,185.16 ₹1,96,011.16 Lowest | 7,653.58 ₹2,08,789.66 |
| 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. | 127.6 | sqm | 721.21 ₹92,026.4 Lowest | 768.23 ₹98,026.15 |
| 1.01 | OD464684/2025-2026:Supplying and fixing in place granite name board of slab area less than 0.9 sq.m including engraving and painting letters etc. complete as per direction of Engineer in charge at site. | 0.24 | sqm | 8,961.44 ₹2,150.75 Lowest | 9,545.65 ₹2,290.96 |
Tender Value
₹4.2 L
EMD Value
₹10,579
Closing Date
5 Mar 2026, 11:00 amClosed
ASSISTANT EXECUTIVE ENGINEER
LSGD SUB DIVISION KOTHAMANGALAM
Annual Plan-KMBP 2025-26 227/26- Development of Pulikkunnathumali SC colony in Nellikkuzhi GP ward -3-General Civil Work
2026_LSGD_840289_1
KMBP 227/26
Open Tender
Civil Works - Others
Item Rate
KOTHAMANGALAM
Please refer Tender documents.
6 documents required · 6 mandatory
₹935
₹10,579
18 Mar 2026
25 Feb 2026
6 Mar 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
Colony Upgradation
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
15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar
4.1.8: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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
4.1.6: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 40 mm nominal size derived from natural sources)
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.
OD464684/2025-2026:Supplying and fixing in place granite name board of slab area less than 0.9 sq.m including engraving and painting letters etc. complete as per direction of Engineer in charge at site.
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