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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.1 LAccepted-AOC | ₹14.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.2 LRejected-AOC J J NIVAS MELEKUTTIKADU MALAMCHUTTU PARASSUVAIKKAL P O TRIVANDRUM | ₹14.2 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | JOY J S L2 | R SELVARAJ L1 |
|---|---|---|---|---|---|
| 1.00Construction of bridge | |||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 400 | sqm | 15.62 ₹6,248 | 15.51 ₹6,204 |
| 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 | 182.82 | cum | 221.24 ₹40,447.10 | 219.77 ₹40,178.35 |
| 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) | 15.36 | cum | 6,812.52 ₹1.0 L | 6,767.11 ₹1.0 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 26.64 | sqm | 331.62 ₹8,834.36 | 329.41 ₹8,775.48 |
| 1.00 | 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. | 123.54 | sqm | 721.02 ₹89,074.81 | 716.22 ₹88,481.82 |
| 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) | 53.73 | cum | 7,183.22 ₹3.9 L | 7,135.34 ₹3.8 L |
| 1.01 | 60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 20 | metre | 95.06 ₹1,901.20 | 94.42 ₹1,888.40 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 73.2 | sqm | 655.14 ₹47,956.25 | 650.78 ₹47,637.10 |
| 1.01 | 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 | 3,532.5 | kilogram | 96.54 ₹3.4 L | 95.9 ₹3.4 L |
Tender Value
₹16.9 L
EMD Value
₹42,370
Closing Date
5 Feb 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER Irrigation Division Tvpm
LAC ADS NIP Construction of a bridge near ch 33608m of LB Main canal in Mulluvila ward at Perakkalvila Kezhekadukarakkal of Parassala Grama Panchayat General Civil Work
2026_Irrig_832174_1
IRR/IA/TR/1044/2025_5_1_1/1
Open Tender
Civil Works - Others
Thiruvananathapuram
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹42,370
12 Mar 2026
30 Jan 2026
7 Feb 2026
30 Jan 2026
5 Feb 2026
30 Jan 2026
Construction of bridge
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
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
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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.
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)
60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
5.1.2: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)
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
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)
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
OD35047/2024-2025:Name board of size 75 x 60 C. installed in the appropriate place visible to the public made of brick wall with granite plaque should be inserted and engraving letters etc. complete as per the direction of departmental officers at site
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