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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 CrAccepted-AOC 53 19 BRINDABON MULLICK LANE KADAMTALA HOWRAH WEST BENGAL 711101 UDYAM WB 08 0004810 19AEBPC0017L2ZW R M MII STATUS AS VERIFIED | HOWRAH | WEST BENGAL | 711101 | ₹4.5 Cr | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹4.7 CrRejected-Finance NEAR SADHURAM SCHOOL RAGHUNATHGANJ KATNI MADHYA PRADESH 483501 | KATNI | MADHYA PRADESH | 483501 | ₹4.7 Cr | L2 | Rejected-Finance Highest Bid |
| 3 | L3₹4.8 CrRejected-Finance | ₹4.8 Cr | L3 | Rejected-Finance Highest Bid |
| 4 | L4₹5.1 CrRejected-Finance 5 A1 4 PANNAIKARAN STREET RAKKIYAMPATTY KONGNAPURAM PO EDAPPADY TK SALEM DT 639 002 | KARUR | TAMIL NADU | 639002 | ₹5.1 Cr | L4 | Rejected-Finance Highest Bid |
| Sl No | Description | Qty | Unit | VALAR & CO L3 | RS INFRA L4 | PHOENIX & CO L1 | SURESH & CO L2 |
|---|---|---|---|---|---|---|---|
| 1.00Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges including compacting with Vibratory roller, watering, including all hire and fuel charges for all tools and plants, removal and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for Embankment / sub grade (Lead 5 Km) for Diversion Road and Approach Road. | |||||||
| 1.01 | 97 % Compaction | 958.2 | Cubic Metre | 549 ₹5.3 L | 609 ₹5.8 L | 400 ₹3.8 L | 566 ₹5.4 L |
| 1.02 | 95 % Compaction | 918.1 | Cubic Metre | 478 ₹4.4 L | 528 ₹4.8 L | 400 ₹3.7 L | 491 ₹4.5 L |
| 2.00 | Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in a mechanical mix plant, conveyance of mixed materials by tipper to site, layong in uniform layers using pavers is Sub Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges, etc, complete as per clause 406 of MORTH Specification for grading-V Material for Diversion Road and Approach Road. | 222.1 | Cubic Metre | 2,187 ₹4.9 L | 2,286 ₹5.1 L | 2,000 ₹4.4 L | 2,126 ₹4.7 L |
| 3.00 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam of required thickness including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 406 & 900 of MORTH Rev-5 for Diversion Road and Approach Road. | 279.4 | Cubic Metre | 2,638 ₹7.4 L | 2,783 ₹7.8 L | 2,000 ₹5.6 L | 2,588 ₹7.2 L |
| 4.00 | Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111, 112, 501, 502 & 900 of MORTH Rev-5 for Diversion Road and Approach Road. | 1,274.5 | Square Metre | 80 ₹1.0 L | 90 ₹1.1 L | 80 ₹1.0 L | 84 ₹1.1 L |
| 5.00 | Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111, 112, 501, 503 & 900 of MORTH Rev-5 for Diversion Road and Approach Road. | 1,274.5 | Square Metre | 17.75 ₹22,622.38 | 21 ₹26,764.50 | 18 ₹22,941 | 20 ₹25,490 |
| 6.00 | Providing laying and rolling of close graded Premix Carpet of compacted 20mm thickness using 0.0162 cum of 13.20-11.20mm, 0.1404 cum of 11.2-5.6mm, 0.0729 cum of 5.60-2.80mm, 0.0405 cum of 2.80mm and below graded HBG metal using 19kg of VG 30 bitumen for 10sqm including premixing at CMP, conveyance by tipper lorry, laying by paver finisher and rolling by Vibratory Roller including cost and conveyance of all materials, hire charges of all T &P all labour charges and all other incidental charges etc complete as per specification using CMP as per clause 508 of MORTH Rev-5 for Diversion Road. | 392.5 | Square Metre | 203 ₹79,677.50 | 231 ₹90,667.50 | 200 ₹78,500 | 215 ₹84,387.50 |
| 7.00 | Supply, Hoisting and fixing of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458/ 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete for culvert in Diversion Road. | 112.5 | Running Metre | 4,620 ₹5.2 L | 5,104 ₹5.7 L | 3,000 ₹3.4 L | 4,747 ₹5.3 L |
| 8.00 | Providing, laying 75mm thick Consolidated thick Dence Bituminous Macadam using 0.24 cum of 26.50-13.20mm 0.25cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below IRC metal with 53.20 kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory /Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t, CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plants required, including all other and incidental charges etc., complete as per specification using CMP as per clause 111, 112, 501, 504 & 900 of MORTH Rev-5 for Approach Road. | 66.2 | Cubic Metre | 9,603 ₹6.4 L | 11,682 ₹7.7 L | 10,000 ₹6.6 L | 10,864 ₹7.2 L |
Tender Value
₹5.1 Cr
EMD Value
₹2.6 L
Closing Date
19 Nov 2025, 11:00 amClosed
SUPERINTENDING ENGINEER
Office of the Superintending Engineer, Highways, NABARD and Rural Roads Circle, Opposite to Government workshop, Manakkadu Bus stop, Hasthampatty, Salem - 7
Reconstruction of High Level Bridge at Km 10/10 of Moolapathai - Chinnappampatti Road (Via) Panikanur in lieu of Existing Narrow Bridge.
2025_HWAY_619155_1
TN.No.29 /2025-2026 / SDO/Dated.28.10.2025
Open Tender
Civil Works - Bridges
300 days
Salem
Please refer Tender documents.
16 documents required · 16 mandatory
₹0
₹2.6 L
21 Feb 2026
31 Oct 2025
19 Nov 2025
31 Oct 2025
19 Nov 2025
31 Oct 2025
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