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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₹4.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.7 L+₹4,676.29 (1.00%)Rejected-Finance SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532 | L2 | Rejected-Finance L2 | |
| 3 | L3₹4.9 L+₹18,650.99 (3.97%)Rejected-Finance 2003 SUB TREASURY NILESWAR | L3 | Rejected-Finance L3 | |
| 4 | L4₹5.7 L+₹97,689.49 (20.8%)Rejected-Finance | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | V V Manojan L2 | BABU M JOSEPH L1 | V V BALAN L4 | babu k L3 |
|---|---|---|---|---|---|---|---|
| 1.00Retarring | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 143.15 | sqm | 18 ₹2,576.7 | 11 ₹1,574.65 Lowest | 20 ₹2,863 | 14.48 ₹2,072.81 |
| 1.00 | 5.2.1a:Tack Coat<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. | 826.2 | sqm | 13 ₹10,740.6 Lowest | 13 ₹10,740.6 Lowest | 15 ₹12,393 | 13.24 ₹10,938.89 |
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 30.55 | sqm | 380 ₹11,609 | 375 ₹11,456.25 | 450 ₹13,747.5 | 373.53 ₹11,411.34 Lowest |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 Manual Means :- Type A <br> (II) Bitumen (S-65) | 826.2 | sqm | 275 ₹2,27,205 | 275 ₹2,27,205 | 330 ₹2,72,646 | 268.16 ₹2,21,553.79 Lowest |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 14.31 | cum | 2,000 ₹28,630 | 1,754 ₹25,108.51 Lowest | 2,500 ₹35,787.5 | 2,247.57 ₹32,173.96 |
| 1.01 | 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) | 23.95 | cum | 8,000 ₹1,91,624 Lowest | 8,000 ₹1,91,624 Lowest | 9,500 ₹2,27,553.5 | 8,648.82 ₹2,07,165.19 |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 5.1 | cum | 400 ₹2,040 Lowest | 400 ₹2,040 Lowest | 480 ₹2,448 | 604.71 ₹3,084.02 |
Tender Value
₹5.1 L
EMD Value
₹12,700
Closing Date
23 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.
Assistant Engineer
LID EW SECTION NILWSHWARAM MUNICIPALITY
NLR MLTY 2025-26 PR.NO.183/26 IMPROVEMENT OF ORCHA KOTRACHAL ROAD
2025_LSGD_795130_13
ET01/2025/AE/NLRMLTY/2025-26
Open Tender
Civil Works - Roads
Item Rate
Nileshwaram
Please refer Tender documents.
12 documents required · 12 mandatory
₹1,120
Yes
₹12,700
Yes
27 Nov 2025
12 Sept 2025
24 Sept 2025
15 Sept 2025
23 Sept 2025
15 Sept 2025
Amount
Retarring
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
5.2.1a:Tack Coat<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.
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 Manual Means :- Type A <br> (II) Bitumen (S-65)
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
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)
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
V V Manojan (BID ID -2350202)
babu k (BID ID -2353342)
V V BALAN (BID ID -2353912)
Bidder Name
BABU M JOSEPH
V V Manojan
V V BALAN
babu k
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