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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹7.5 LAccepted-AOC | l1 | Accepted-AOC lowest one accepted | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532 | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | V V Manojan L3 | ROY JOSE L1 | ADUKATH VEETIL SREEDHARAN L2 |
|---|---|---|---|---|---|---|
| 1.00Road Improvement | ||||||
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 104.09 | sqm | 360 ₹37,472.4 | 345.32 ₹35,944.36 Lowest | 352 ₹36,639.68 |
| 1.00 | 5.2.1a:Tack Coat 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. | 1,020 | sqm | 13 ₹13,260 | 12.25 ₹12,495 Lowest | 16 ₹16,320 |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | 1,020 | sqm | 270 ₹2,75,400 | 248.22 ₹2,53,184.4 Lowest | 260 ₹2,65,200 |
| 2.00DR WALL | ||||||
| 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. | 30.8 | cum | 200 ₹6,160 | 58.73 ₹1,808.88 Lowest | 66 ₹2,032.8 |
| 2.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 7.45 | cum | 7,100 ₹52,895 Lowest | 7,536.52 ₹56,147.07 | 8,000 ₹59,600 |
| 2.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 61.25 | cum | 5,000 ₹3,06,250 Lowest | 5,732.49 ₹3,51,115.01 | 5,650 ₹3,46,062.5 |
| 2.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 2.62 | cum | 8,500 ₹22,312.5 | 7,965.5 ₹20,909.44 Lowest | 8,900 ₹23,362.5 |
| 2.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.18 | tonne | 80,000 ₹14,720 | 84,091.65 ₹15,472.86 | 10,000 ₹1,840 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
18 Aug 2025, 6:00 pmClosed
satheeshan mk
Office of the Assistant Engineer, LIDEW Section, Kodom belur Grama Panchayat
KODOM BELUR GP PRO NO 223/2025-2026-AMBALATHARA AANAKALLU CHEMANTHODU ROAD IMPROVEMENT
2025_LSGD_783842_27
04/2025-26/AE/LSGD/KB
Open Tender
Civil Works - Roads
Item Wise
180 days
kodom belur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,186
Yes
4 Oct 2025
11 Aug 2025
20 Aug 2025
11 Aug 2025
18 Aug 2025
11 Aug 2025
Amount
Road Improvement
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)
5.2.1a:Tack Coat 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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)
DR WALL
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.
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
ADUKATH VEETIL SREEDHARAN (BID ID -2292574)
V V Manojan (BID ID -2292006)
Bidder Name
V V Manojan
ADUKATH VEETIL SREEDHARAN
ROY JOSE
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