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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.4 LAccepted-AOC KANNUR | KERALA | 670511 | ₹34.4 L | L1 | Accepted-AOC ACCEPTED |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | S Shajahan L1 | C JOSEPH L2 |
|---|---|---|---|---|---|
| 1.00Detailed Estimate | |||||
| 1.00 | 12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | 119 | cum | 77 ₹9,163 | 78.94 ₹9,393.86 |
| 1.00 | OD274377/2025-2026:Dry rubble masonry work for foundation and superstructure for retaining walls. | 253.43 | cum | 4,056 ₹10,27,891.8 | 4,160.22 ₹10,54,303.75 |
| 1.00 | 9.2.A:Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first-class bedding of granular material in a single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in headwalls and parapets. 1000 mm dia | 5 | metre | 10,770 ₹53,850 | 11,046.03 ₹55,230.15 |
| 1.00 | 13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material | 382.8 | cum | 2,806 ₹10,74,136.8 | 2,886.99 ₹11,05,139.77 |
| 1.00 | 3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction. | 456.75 | cum | 66 ₹30,145.5 | 68.35 ₹31,218.86 |
| 1.01 | 15.9:Construction of dry rubble flooring at cross drainage works for relatively less important works. | 4.6 | cum | 4,992 ₹22,963.2 | 5,136.28 ₹23,626.89 |
| 1.01 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 7.2 | cum | 7,123 ₹51,285.6 | 7,328.06 ₹52,762.03 |
| 1.01 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | 17.5 | cum | 8,964 ₹1,56,870 | 9,221.99 ₹1,61,384.83 |
| 1.01 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br> | 2.4 | cum | 8,619 ₹20,685.6 | 8,867.31 ₹21,281.54 |
Tender Value
₹35.3 L
EMD Value
₹50,000
Closing Date
16 Mar 2026, 3:00 pmClosed
The Executive Engineer
The Executive Engineer Roads Division Kollam
LAC ADS 2025 26 Construction of Vazhangodu Manaladi ela Ammoommakotaram road in Piravanthoor Grapanchayath General Civil Work
2026_PWD_845509_1
119/EE/ET/2025-26
Open Tender
Civil Works - Roads
180 days
kollam
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
24 Jun 2026
9 Mar 2026
18 Mar 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
Detailed Estimate
12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means
OD274377/2025-2026:Dry rubble masonry work for foundation and superstructure for retaining walls.
9.2.A:Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first-class bedding of granular material in a single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in headwalls and parapets. 1000 mm dia
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.
15.9:Construction of dry rubble flooring at cross drainage works for relatively less important works.
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
OD274629/2025-2026:Providing and fixing guard post of size 200mmx200mm, 1000 mm long, 850mm above ground level and 150mm in belt over retaining wall, casted in M20 Grade concrete reinforced with 4 nos of 8mm dia longitudinal bars and 6mm dia stirrups @ 100mm c/c, firmly fixed in position including painting 2 coats on exposed surface with synthetic enamel paint in alternate white & black band 20cm wide.
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
OD277323/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 KN static roller and finishing to required level and grades as per Technical Specification Clause 509 of MORD.
OD318599/2025-2026:Providing and fixing name board in 18 mm thick marble stone slab fixed on with appropriate base / wall including engraving letters etc. complete
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