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| Sl No | Description | Qty | Unit | Afsal T.K L2 | Noufal L1 |
|---|---|---|---|---|---|
| 1.00Appendix A-ROAD RE-TARRING | |||||
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 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. | 170.52 | sqm | 450 ₹76,734 | 400 ₹68,208 Lowest |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 690 | sqm | 25 ₹17,250 | 20 ₹13,800 Lowest |
| 1.00 | 75.5.11.1.B.2pb:Mix Seal Surfacing - Manual Means - Type B - 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 B (II) Bitumen (S-65) | 690 | sqm | 280 ₹1,93,200 | 266 ₹1,83,540 Lowest |
| 2.00Appendix B-IRISH DRAIN | |||||
| 2.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 11.88 | cum | 100 ₹1,188 | 65 ₹772.2 Lowest |
| 2.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 11.88 | cum | 9,500 ₹1,12,860 | 8,358 ₹99,293.04 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,472
Closing Date
25 Jan 2025, 6:00 pmClosed
GEETHU MOL KURIAN
OFFICE OF THE ASSISTANT ENGINEER LID AND EW SECTION EDAVAKA GRAMAPANCHAYATH
EGP/ PNO 61/24-25 Thonichal kandakarnamkolly road retarring in ward 8 ,RS400000/ Edavaka GP
2025_LSGD_727176_42
AE/LID AND EW / EGP/ PHASE2/24-25
Open Tender
Civil Works - Roads
Item Rate
180 days
EDAVAKA GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,472
Yes
29 Jun 2026
18 Jan 2025
27 Jan 2025
18 Jan 2025
25 Jan 2025
18 Jan 2025
Amount
Appendix A-ROAD RE-TARRING
75.5.5.B.2pb:Modified Penetration Macadam 75 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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.
75.5.11.1.B.2pb:Mix Seal Surfacing - Manual Means - Type B - 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 B (II) Bitumen (S-65)
Appendix B-IRISH DRAIN
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
Afsal T.K (BID ID -2077138)
Bidder Name
Noufal
Afsal T.K
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