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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.1 LAccepted-Finance | ₹34.1 L | L1 | Accepted-Finance less |
| 2 | L2₹34.1 LRejected-Finance | ₹34.1 L | L2 | Rejected-Finance above |
| Sl No | Description | Qty | Unit | SELVA L2 | P RAMESH L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect as per SI 17 (2). | 1,188 | sq.m | 6.35 ₹7,543.80 | 6.35 ₹7,543.80 |
| 2.00 | Earth work excavation and depositing on back with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete. | 891 | sq.m | 141 ₹1.3 L | 140.42 ₹1.3 L |
| 3.00Providing laying and compacting Red Gravel in accordance with requirements of the specification materials shall be in one or more layers as necessary including watering, consolidating by the power roller rolling and all labour charges for soiling including hire charges for consolidation etc. complete. | |||||
| 4.00 | Km 0/0- 1/000 | 180 | cu.m | 568.5 ₹1.0 L | 568.5 ₹1.0 L |
| 5.00 | Km 1/0 - 2/00 | 180 | cu.m | 580.55 ₹1.0 L | 580.55 ₹1.0 L |
| 6.00 | Km 2/0 - 2/200 | 36 | cu.m | 591 ₹21,276 | 591 ₹21,276 |
| 7.00Advance Patch work for making up the undulation in the existing B.T surface to an average thickness of of 25mm using 13.20mm IRC size HBG metal including hire charges for consolidation etc. complete. | |||||
| 8.00 | Km 0/0- 1/000 | 8.33 | cu.m | 5,162 ₹42,999.46 | 5,160 ₹42,982.80 |
| 9.00 | Km 1/0 - 2/00 | 5.68 | cu.m | 5,169 ₹29,359.92 | 5,168.1 ₹29,354.81 |
| 10.00 | Km 2/0 - 2/200 | 1.54 | cu.m | 5,168 ₹7,958.72 | 5,168 ₹7,958.72 |
Tender Value
Refer Docs
EMD Value
₹40,150
Closing Date
12 Feb 2026, 4:00 pmClosed
The block development officer Narikudi,(BP)
The block development office Narikudi,(BP)
Renewal of the Veeracholan Kamuthi road to Nambiyenthal Road
2026_RDTN_654700_1
A2/2738/2025
Open Tender
Civil Construction Goods
Narikudi
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹40,150
Yes
17 Feb 2026
11 Feb 2026
12 Feb 2026
11 Feb 2026
12 Feb 2026
11 Feb 2026
Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect as per SI 17 (2).
Earth work excavation and depositing on back with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete.
Providing laying and compacting Red Gravel in accordance with requirements of the specification materials shall be in one or more layers as necessary including watering, consolidating by the power roller rolling and all labour charges for soiling including hire charges for consolidation etc. complete.
Advance Patch work for making up the undulation in the existing B.T surface to an average thickness of of 25mm using 13.20mm IRC size HBG metal including hire charges for consolidation etc. complete.
Providing and laying Tack coat over BT surface using 3Kg of bitumen emulsion RS-1 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat by b
BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 include 8% plastic waste heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
Provision for Hectametre stone of size
Provision for Kilometer stone of size
Provision for sign board etc. complete
Provision Road Markings with Hot applied Thermoplastic compound with reflectorising glass beeds on bituminous surface
Proviosn for sign board
Provision for Road marker / Road stud with lens reflector [Curves and Bellmouth]
GST Amount for providing Service to the above Government Contract Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
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