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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.2 L+₹440.32 (0.10%)Admitted-Fee/PreQual/Technical/Finance | ₹4.2 L+₹440.32 (0.10%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | BINU.V.G L1 | Simnesh ms L2 |
|---|---|---|---|---|---|
| 1.00Side wall | |||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 3 | cum | 480.2 ₹1,440.6 Lowest | 480.46 ₹1,441.38 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 5.4 | cum | 441.25 ₹2,382.75 Lowest | 441.5 ₹2,384.1 |
| 1.00 | OD32485/2026-2027:Dry rubble masonry - Dry rubble masonry with Departmental materials including conveyance of material and labour charges etc. complete as per direction of departmental officers at site | 2.55 | cum | 1,702.2 ₹4,340.61 Lowest | 1,702.4 ₹4,341.12 |
| 1.00 | OD32466/2026-2027:Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at siteModified 60.7.1 | 6.75 | cum | 4,160.1 ₹28,080.68 Lowest | 4,160.22 ₹28,081.49 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 0.5 | cum | 9,554.1 ₹4,777.05 Lowest | 9,554.21 ₹4,777.11 |
| 2.00Retarring | |||||
| 2.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.03 | Hectare | 47,091.05 ₹1,412.73 Lowest | 47,091.13 ₹1,412.73 Lowest |
| 2.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 102 | sqm | 372.12 ₹37,956.24 Lowest | 372.24 ₹37,968.48 |
| 2.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 884.5 | sqm | 24.04 ₹21,263.38 Lowest | 24.09 ₹21,307.61 |
Tender Value
₹4.2 L
EMD Value
₹10,588
Closing Date
10 Sept 2026, 2:00 pmClosed
AE LID EW
LID EW
84/PVK/26-27/ VAPPANCODE COLONY ROAD RENOVATION
2026_LSGD_867123_1
0808/AE/LSGD/PVK/26-27
Open Tender
Civil Works - Roads
Item Rate
PUTHENVELIKKARA
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,588
Yes
16 Sept 2026
2 Sept 2026
11 Sept 2026
2 Sept 2026
10 Sept 2026
2 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side wall | |||||
| 1.001 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | - | cum | - | - |
| 1.002 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.003 | OD32485/2026-2027:Dry rubble masonry - Dry rubble masonry with Departmental materials including conveyance of material and labour charges etc. complete as per direction of departmental officers at site | 1 | cum | - | - |
| 1.004 | OD32466/2026-2027:Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at siteModified 60.7.1 | - | cum | - | - |
| 1.005 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 2Retarring | |||||
| 2.001 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | - | Hectare | - | - |
| 2.002 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | - | sqm | - | - |
| 2.003 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
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