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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 LAccepted-AOC HIMAHIRANS POCHAKONAM EZHUKONE PO KOLLAM | ₹6.1 L | L1 | Accepted-AOC lowest quoted amount is accepted |
| 2 | L2₹6.2 LRejected-AOC | ₹6.2 L | L2 | Rejected-AOC higher rate hence rejected |
| Sl No | Description | Qty | Unit | Hiran mohan L1 | CHANDRASENA PANICKER L2 |
|---|---|---|---|---|---|
| 1.00Construction of new culvert | |||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 16.53 | cum | 254.28 ₹4,203.25 | 257.63 ₹4,258.62 |
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 3.06 | cum | 3,624.16 ₹11,100.80 | 3,671.89 ₹11,247 |
| 1.00 | 15.9.2: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 cement mortar | 4.41 | cum | 2,508.95 ₹11,064.47 | 2,542 ₹11,210.22 |
| 1.00 | 60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). | 2.65 | cum | 6,094.07 ₹16,124.91 | 6,174.34 ₹16,337.30 |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1.1 | cum | 8,235.02 ₹9,091.46 | 8,343.49 ₹9,211.21 |
| 1.01 | 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) | 5.44 | cum | 7,829.76 ₹42,593.89 | 7,932.89 ₹43,154.92 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 61.36 | sqm | 995.44 ₹61,080.20 | 1,008.55 ₹61,884.63 |
| 1.01 | 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) | 23.33 | cum | 9,115.9 ₹2.1 L | 9,235.97 ₹2.2 L |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 3.6 | sqm | 752.96 ₹2,710.66 | 762.88 ₹2,746.37 |
Tender Value
₹6.2 L
EMD Value
₹15,515
Closing Date
24 Mar 2026, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer KIP RB Sub Division No 26 Karunagappally
DEPOSIT KATTOORKUZHY Deposit Construction of culvert across KIP Nediyapadam south distributary at Kattoorkuzhy mathma bridge in Sooranadu north Panchayath ward 12 General Civil Work
2026_Irrig_846819_1
IRR/PII/TR/7689/2023_5_1_1/1
Open Tender
Civil Works - Bridges
180 days
Sooranad north near chakkuvalli
please refer tender documents
7 documents required · 7 mandatory
₹1,370
Yes
₹15,515
Yes
29 May 2026
12 Mar 2026
25 Mar 2026
12 Mar 2026
24 Mar 2026
12 Mar 2026
Construction of new culvert
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
15.9.2: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 cement mortar
60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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)
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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)
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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)
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.22.3:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelCold twisted bars
OD32015/2025-2026:Filling up low lying and water logged areas with local material /quarry muck , spreading in layers, levelling the top at site consolidation by ramming etc complete for improving the CBR value of subgrade
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