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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.7 LAccepted-AOC | ₹4.7 L | 1 | Accepted-AOC AS PER BOARD RESOLUTION |
| 2 | 2₹5.0 LRejected-Finance | ₹5.0 L | 2 | Rejected-Finance L2 |
| 3 | 3₹5.1 LRejected-Finance | ₹5.1 L | 3 | Rejected-Finance L3 |
| 4 | 4₹5.4 LRejected-Finance | ₹5.4 L | 4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | NV PURUSHOTHAMAN L3 | JAYARAJAN N V L4 | SUNIL KUMAR C L2 | P GOVINDAN L1 |
|---|---|---|---|---|---|---|---|
| 1.00Road Retarring | |||||||
| 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) | 62.29 | sqm | 388 ₹24,168.52 | 399 ₹24,853.71 | 378.74 ₹23,591.71 | 360.84 ₹22,476.72 |
| 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. | 1,500 | sqm | 13.7 ₹20,550 | 14 ₹21,000 | 13.42 ₹20,130 | 12.8 ₹19,200 |
| 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) | 1,500 | sqm | 278 ₹4.2 L | 299 ₹4.5 L | 271.9 ₹4.1 L | 258.54 ₹3.9 L |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 4.62 | cum | 51 ₹235.62 | 55 ₹254.10 | 50.12 ₹231.55 | 47.8 ₹220.84 |
| 1.00 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 0.66 | cum | 8,468 ₹5,588.88 | 8,600 ₹5,676 | 8,253.8 ₹5,447.51 | 7,875.24 ₹5,197.66 |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 2.16 | cum | 8,275 ₹17,874 | 8,500 ₹18,360 | 8,066.2 ₹17,422.99 | 7,695.75 ₹16,622.82 |
| 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 IV. R.C.C grade M 20 | 1.19 | cum | 9,301 ₹11,049.59 | 9,400 ₹11,167.20 | 9,065.82 ₹10,770.19 | 8,649.93 ₹10,276.12 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.1 | tonne | 94,485 ₹8,976.08 | 95,000 ₹9,025 | 92,094.99 ₹8,749.02 | 87,871.05 ₹8,347.75 |
| 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) | 0.15 | cum | 8,642 ₹1,296.30 | 8,700 ₹1,305 | 8,463.05 ₹1,269.46 | 8,037.06 ₹1,205.56 |
Tender Value
₹5.1 L
EMD Value
₹12,708
Closing Date
17 Nov 2025, 6:00 pmClosed
AE LSGD
LIDEW KAYYUR CHEEMENI GP
Annual Plan-Pro.No.43/2025-26- Vellatt Parammal Ambalam MCF Road Retarring in Kayyur cheemeni gp-General Civil Work
2025_LSGD_820382_1
AE/LSGD/KCGP/TEN/04/25-26
Open Tender
Civil Works - Roads
Cheemeni
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,125
Yes
₹12,708
Yes
10 Feb 2026
10 Nov 2025
19 Nov 2025
10 Nov 2025
17 Nov 2025
10 Nov 2025
Amount
Road Retarring
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)
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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)
SUNIL KUMAR C (BID ID -2440296)
NV PURUSHOTHAMAN (BID ID -2440248)
JAYARAJAN N V (BID ID -2440348)
Bidder Name
P GOVINDAN
NV PURUSHOTHAMAN
JAYARAJAN N V
SUNIL KUMAR C
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