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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.8 CrAccepted-AOC 18 CORPORATION ROAD DEVAKOTTAI | SIVAGANGA | TAMIL NADU | 630001 | L1 | Accepted-AOC L1 | |
| 2 | L2₹35.5 Cr+₹31.6 Cr (829.9%)Rejected-Finance 20A 630302 | SIVAGANGA | TAMIL NADU | 630302 | L2 | Rejected-Finance Due to High price | |
| 3 | Rejected-Technical COIMBATORE 18 TAMIL NADU | - | Rejected-Technical Rejected |
Tender Value
₹32.2 Cr
Closing Date
10 Mar 2022, 3:00 pmClosed
O/o the SE(NH)Salem
O/o the Superintending Engineer, National Highways, Omalur main road Narasothipatty, Alagapuram (Po),Salem 636 004
Widening the existing 2 lane carriageway to 2 lane with paved shoulders from with km 70/0-85/0 of NH 544H including Reconstruction/ construction/ widening of CD works, construction of RCC drain, bus bays in Thoppur-Mettur-Bhavani-Erode road
2022_MoRTH_667431_1
TNNo12/HDO/NH/20-21/Dt6.1.22(2
Open Tender
Civil Works
Lump-sum
365 days
Bhavani
Yes
4 documents required · 4 mandatory
₹56,000
50000 online payment through Bharatkosh
Exempted
O/o the SE(NH)Salem
2 Jan 2023
8 Jan 2022
11 Mar 2022
8 Jan 2022
10 Mar 2022
8 Jan 2022
2 Feb 2022
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drain in accordance with specification and lines grades and cross section shown in drawing or as indicated by the engineer for all other incidental charges etc., complete for Box Cutting. | 59,543.66 | Cum | 107 | ₹63,71,171.62 |
| 2 | Providing laying and compacting granular sub base with well graded materials as per table 400-1/400-2 and grade III (with apprepriate CBR value of 30) of MORTH Revision - V of 150mm on prepared sub- graded in accordance with the requirements of the specifications. The material shall be laid in one or more layers as necessary according to lines grades and cross sections shown in the drawings or as directed by the engineer | 14,202.26 | Cum | 107 | ₹15,19,641.82 |
| 3 | Providing and laying Wet Mix Macadam Base Course of 250mm compacted thickness in two layers of 125mm thick or else as specified on the prepared sub-base with graded stone aggregate and granular material of quality size and grading plasing in layer with motor grader and compaction with Vibrating Rollers of 80 to 100 KN static weight and fine dressing for required grade and cross slope as shown on the drawing equipments safety measures testing and incidentals necessary to complete the work as per MO0RT&H 406 specification and as directed by Engineer | 8,843.11 | Cum | 107 | ₹9,46,212.77 |
| 4 | Providing and laying single coat of low viscosity liquid bituminous material to the absorbent WMM surface using 6.0 Kgs of bituminous Emulsion primer for 10sqm area including cost of bituminous primer including labor charges for preparing the surface to lay the bituminous primer and applying the required quantity of bituminous primer as primer coat by bitumen sprayer etc., Complete as pr clause 502 of MOST specifications. | 35,372.42 | Sqm | 107 | ₹37,84,848.94 |
| 5 | Providing and laying of tack coat over the WMM surface treated with primer using 2.5 Kgs of bituminous emulsion RS-1 for 10sqm area including cost of bituminous binder including lab our charges for applying the required quantity of bituminous bidder as tack coat by bitumen sprayer etc., complete as per clause 503 of MOST specifications | 35,372.42 | Sqm | 107 | ₹37,84,848.94 |
| 6 | Providing and laying of tack coat over the Existing BT surface tusing 2.00Kgs of bituminous emulsion RS-1 for 10sqm area including cost of bituminous binder including lab our charges for applying the required quantity of bituminous bidder as tack coat by bitumen sprayer etc., complete as per clause 503 of MOST specifications | 10,535 | Sqm | 107 | ₹11,27,245 |
| 7 | Providing and laying Dense graded bituminous macadam with 100 - 120 THP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder VG 40 at 4.0 to 4.5% by weight of total mix and filler, trnsporting the hot mix to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled, vibratory and tandom rollers to acheieve the desired compaction as per clause 507 of MORT & H specifications complete in all respects. | 3,537.24 | Cum | 107 | ₹3,78,484.68 |
| 8 | Providing and laying Bituminous concrete with 100-120 TPH hot mix plant producing and average output of 75 tonnes per hour using crushed aggregates of specified premixed with bituminous binder CRMB 55 at 5.4 to 5.6% by weight of total mix and filler, transporting the hot mix to site laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled vibratory and tandom rollers to achieve the desired compaction as per clause 508 & 521 of MORT & H specifications complete (40mm thick ) | 1,836.28 | Cum | 107 | ₹1,96,481.96 |
| 9 | Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 of MORT & specification. | 20,623.68 | Cum | 107 | ₹22,06,733.76 |
| 10 | Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete,working at heights,hire charges for tools and plants,including all other incidental charges,etc, complete for RCC HAND RAILS AND POSTS OVER DECK SLAB. | 297.06 | Rm | 107 | ₹31,785.42 |
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