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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.4 LAccepted-AOC | ₹19.4 L | 1 | Accepted-AOC agmnt executed |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | RAJEEV. S L2 | Sheeju L4 | Krishnan Unni S L1 | Skyarc constructions L3 |
|---|---|---|---|---|---|---|---|
| 1.00Ground floor | |||||||
| 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 | 111.72 | sqm | 17 ₹1,899.33 | 18.19 ₹2,032.28 | 16.72 ₹1,868.04 Lowest | 18.19 ₹2,032.28 |
| 1.00 | 2.7.3: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (blasting prohibited) | 86.61 | cum | 1,418 ₹1,22,815.82 | 1,485.1 ₹1,28,627.48 | 1,364.81 ₹1,18,208.92 Lowest | 1,485.1 ₹1,28,627.48 |
| 1.00 | OD456574/2025-2026:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 90cm long
(60cm in rock and 30m in concrete ) including drilling holes of 20mm dia to a depth of 60cm in
rock and filling the gap with cement grout( 0.10kg/each) etc complete | 70 | Nos hole | 530 ₹37,100 | 555.92 ₹38,914.4 | 500 ₹35,000 Lowest | 555.92 ₹38,914.4 |
| 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) | 4.09 | cum | 7,575 ₹30,959.03 | 7,932.89 ₹32,421.72 | 7,290.33 ₹29,795.58 Lowest | 7,932.89 ₹32,421.72 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 33.84 | sqm | 369 ₹12,486.96 | 386.16 ₹13,067.65 | 354.88 ₹12,009.14 Lowest | 386.16 ₹13,067.65 |
| 1.01 | 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) | 6.77 | cum | 8,183 ₹55,382.54 | 8,569.14 ₹57,995.94 | 7,875.04 ₹53,298.27 Lowest | 8,569.14 ₹57,995.94 |
| 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 | 47.52 | sqm | 369 ₹17,534.88 | 386.16 ₹18,350.32 | 354.88 ₹16,863.9 Lowest | 386.16 ₹18,350.32 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 67.09 | sqm | 728 ₹48,845.16 | 762.88 ₹51,185.43 | 701.09 ₹47,039.63 Lowest | 762.88 ₹51,185.43 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 112.25 | sqm | 918 ₹1,03,045.5 | 961.24 ₹1,07,899.19 | 883.38 ₹99,159.41 Lowest | 961.24 ₹1,07,899.19 |
Tender Value
₹20.6 L
EMD Value
₹50,000
Closing Date
10 Mar 2026, 5:00 pmClosed
Executive Engineer
OFFICE OF THE EXECUTIVE ENGINEER, LID EW DIVISION KOLLAM JILLA PANCHAYATH, KOLLAM
LAC ADS SL3- Construction of New building for Kinarumukku Anganwadi in Gurunathan Mukal Ward in Kareepra GP under kottarakkara BP
2026_LSGD_841440_35
14/DEE/LIDEW/KLM/25-26
Open Tender
Civil Works - Buildings
Item Rate
120 days
Kollam
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
7 Jul 2026
28 Feb 2026
12 Mar 2026
28 Feb 2026
10 Mar 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Ground floor | |||||
| 1.001 | 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 | 1 | sqm | - | - |
| 1.002 | 2.7.3: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (blasting prohibited) | 0.8 | cum | - | - |
| 1.003 | OD456574/2025-2026:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 90cm long
(60cm in rock and 30m in concrete ) including drilling holes of 20mm dia to a depth of 60cm in
rock and filling the gap with cement grout( 0.10kg/each) etc complete | - | Nos hole | - | - |
| 1.004 | 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 | cum | - | - |
| 1.005 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.008 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.009 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
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