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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 LAccepted-AOC NO 139 2ND FLOOR A K TOWERS VELACHERRY ROAD LITTLE MOUND SAIDAPET CHENNAI 600 015 | CHENNAI | CHENNAI | TAMIL NADU | 600015 | ₹18.9 L | L1 | Accepted-AOC LER |
| 2 | L2₹19.2 LRejected-Finance | ₹19.2 L | L2 | Rejected-Finance AER |
| Sl No | Description | Qty | Unit | BS ENGINEERS AND CONTRACTORS L2 | JRT CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00Part I : Kunnathur Murugar Kovil Road Km 0/0 - 0/670 (R-149). | |||||
| 1.01 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 345.6 | Sqm | 10 ₹3,456 | 6.4 ₹2,211.84 |
| 1.02 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20B | 172.8 | Cum | 150 ₹25,920 | 140.4 ₹24,261.12 |
| 1.03 | Collection and supply of Girty gravel for side berms and labour charges for filling etc complete | 57.6 | Cum | 500 ₹28,800 | 435.1 ₹25,061.76 |
| 1.04Provision for CC Road @ Ch.: 0/0 - 0/320 | |||||
| 1.05 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard snge ficaiton | 96 | Sqm | 450 ₹43,200 | 360 ₹34,560 |
| 1.06 | Construction of un-reinforeced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2. M30 (Grade), coarse and fine aggregaes conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design, lain in approved fixed side form work (steel channel, laying and fixing of 25 micron thick polythene film, wedges, steel plates including levelling the formwork a sper drawing), spreading the concrete with sholves, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including including provsion of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construciton joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and technical Specification Clause 1501. | 180 | Cum | 7,200 ₹13.0 L | 7,175.1 ₹12.9 L |
| 1.07Provision for Retaining Wall @ Ch.: 0/0 - 0/670 | |||||
| 1.08 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20B | 16.2 | Cum | 300 ₹4,860 | 263.78 ₹4,273.24 |
| 1.09 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification | 2.7 | Cum | 5,500 ₹14,850 | 5,465.2 ₹14,756.04 |
Updated dates
Tender Value
₹19.1 L
EMD Value
₹19,100
Closing Date
20 Jan 2026, 3:00 pmClosed
The Project Director, DRDA, Tiiruvannamalai
DRDA, Tiruvannamalai
Improvements of Rural Road in Polur Block of Tiruvannamalai District Package No.TVM/2025-26/219 under Saving Fund 2025-2026
2025_RDTN_633440_1
No.A11/9000/2025 Date.10.12.2025 219
Open Tender
Civil Works - Roads
180 days
Polur
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹19,100
9 Mar 2026
17 Dec 2025
20 Jan 2026
17 Dec 2025
20 Jan 2026
17 Dec 2025
Part I : Kunnathur Murugar Kovil Road Km 0/0 - 0/670 (R-149).
Clearing the Scrub jungle including all labour charges for burrying and burning etc.,
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20B
Collection and supply of Girty gravel for side berms and labour charges for filling etc complete
Provision for CC Road @ Ch.: 0/0 - 0/320
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard snge ficaiton
Construction of un-reinforeced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2. M30 (Grade), coarse and fine aggregaes conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design, lain in approved fixed side form work (steel channel, laying and fixing of 25 micron thick polythene film, wedges, steel plates including levelling the formwork a sper drawing), spreading the concrete with sholves, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including including provsion of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construciton joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and technical Specification Clause 1501.
Provision for Retaining Wall @ Ch.: 0/0 - 0/670
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20B
Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard snge ficaiton
Below GL
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Provision for Hectometer Stone
Provision for Sign Board Charges
Name Board Charges
GST Amount for providing Service to Government Contract Works for the above Construction 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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