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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1Admitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.8 L+₹4.8 L (48257828.0%)Admitted-Fee/PreQual/Technical/Finance MUKALEL HOUSE KUMILY | IDUKKI | KERALA | 685501 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Jomy Mathew L2 | stjudepoonjar L1 |
|---|---|---|---|---|---|
| 1.00Maintenance | |||||
| 1.00 | 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. | 89.7 | sqm | 405 ₹36,326.88 Lowest | 405 ₹36,326.88 Lowest |
| 1.00 | 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. | 1,065 | sqm | 26 ₹27,690 Lowest | 26 ₹27,690 Lowest |
| 1.00 | 75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Mechanical Means <br> Type A <br> (II) Bitumen (S-65) | 1,065 | sqm | 335 ₹3,56,775 Lowest | 335 ₹3,56,775 Lowest |
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 2.7 | cum | 1,040 ₹2,808 | 1,025 ₹2,767.5 Lowest |
| 1.00 | OD163151/2026-2027:DRY RUBBLE MASONRY - Dry Rubble masonry with hard stone ,in foundation and super structure including packing to compactness to lines and levels ,cost and conveyance of all materials labour ch approved drawing and relevant technical specifications. | 11.82 | cum | 4,316 ₹51,015.12 | 4,216 ₹49,833.12 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.01 | tonne | 1,09,476 ₹1,204.24 Lowest | 1,09,476 ₹1,204.24 Lowest |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 0.54 | cum | 10,776 ₹5,819.04 Lowest | 10,776 ₹5,819.04 Lowest |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 0.1 | cum | 9,410 ₹941 | 9,310 ₹931 Lowest |
Tender Value
₹4.5 L
EMD Value
₹11,160
Closing Date
24 Sept 2026, 1:00 pmClosed
AE
Office of the Assistant Engineer, LIDEW Section, Poonjar South
217/2026-27 Maintenance of Poonjar Kadoopara Pottamkudi Road Pallikkunnu Kshetram Road in Ward-14 of Poonjar Thekkekara GP Amount-5,26,786
2026_LSGD_870192_12
02/2026-27/LIDEW/PNJRS
Open Tender
Civil Works - Roads
Item Rate
365 days
Office of the Assistant Engineer, LIDEW Section, P
Please refer Tender documents.
7 documents required · 7 mandatory
₹985
₹11,160
14 Oct 2026
17 Sept 2026
26 Sept 2026
17 Sept 2026
24 Sept 2026
17 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance | |||||
| 1.001 | 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. | 89.7 | sqm | - | - |
| 1.002 | 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. | 1,065 | sqm | - | - |
| 1.003 | 75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Mechanical Means <br> Type A <br> (II) Bitumen (S-65) | 1,065 | sqm | - | - |
| 1.004 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 2.7 | cum | - | - |
| 1.005 | OD163151/2026-2027:DRY RUBBLE MASONRY - Dry Rubble masonry with hard stone ,in foundation and super structure including packing to compactness to lines and levels ,cost and conveyance of all materials labour ch approved drawing and relevant technical specifications. | 11.82 | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.01 | tonne | - | - |
| 1.007 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 0.54 | cum | - | - |
| 1.008 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 0.1 | cum | - | - |
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