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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC | L1 | Accepted-AOC Accepted |
| Sl No | Description | Qty | Unit | JOHN BOSCO S L1 |
|---|---|---|---|---|
| 1.00Retarring | ||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 38.11 | sqm | 312.26 ₹11,900.23 Lowest |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,166.4 | sqm | 18.24 ₹21,275.14 Lowest |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means Type A (II) Bitumen (S-65) | 1,166.4 | sqm | 292.06 ₹3,40,658.78 Lowest |
| 2.00Side protection | ||||
| 2.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> 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.<br> (D) Dry Rubble Masonry | 9 | cum | 463.63 ₹4,172.67 Lowest |
| 2.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 2.02 | cum | 426.03 ₹862.71 Lowest |
| 2.00 | OD179375/2025-2026:DR with Departmental Stone - DRY RUBBLE MASONRY - Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels , labour charges using departmental rubble including packing to compactness to lines and levels , labour charges etc. complete as per direction of Departmental officers at site | 7.2 | cum | 1,724.97 ₹12,416.33 Lowest |
| 2.00 | OD179377/2025-2026:DRY RUBBLE MASONRY Dry rubble with out concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour chargesetc. complete as per direction of departmental officers at site ( Modified data 60.7.1) | 7.32 | cum | 4,109.07 ₹30,057.85 Lowest |
| 2.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.31 | tonne | 96,922 ₹29,658.13 Lowest |
Tender Value
₹5.1 L
EMD Value
₹5,593
Closing Date
15 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
O/O ASSISTANT ENGINEER
O/O ASSISTANT ENGINEER LSGD SECTION MURIYAD
RE ETENDER Annual Plan-Muriyad G.P 2025-26 Ayyamkulam to Poovasserykavu PWD Road Retarring , Ward 6-Pro. 144/25-26-General Civil Work-1
2025_LSGD_784676_7
06/AE/ET/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
OFFICE OF ASSISTANT ENGINEER LSGD SECTION MURIYAD
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹5,593
Yes
27 Nov 2025
2 Sept 2025
17 Sept 2025
2 Sept 2025
15 Sept 2025
2 Sept 2025
Amount
Retarring
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means Type A (II) Bitumen (S-65)
Side protection
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> 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.<br> (D) Dry Rubble Masonry
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
OD179375/2025-2026:DR with Departmental Stone - DRY RUBBLE MASONRY - Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels , labour charges using departmental rubble including packing to compactness to lines and levels , labour charges etc. complete as per direction of Departmental officers at site
OD179377/2025-2026:DRY RUBBLE MASONRY Dry rubble with out concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour chargesetc. complete as per direction of departmental officers at site ( Modified data 60.7.1)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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
Bidder Name
JOHN BOSCO S
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finance_1311493.pdf
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