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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC | ₹1.8 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.9 Cr+₹2.0 L (1.09%)Rejected-Finance | ₹1.9 Cr+₹2.0 L (1.09%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | N R M RAGHAVAN CONSTRUCTION L1 | S NAGARAJAN L2 |
|---|---|---|---|---|---|
| 1.00Strengthening of PP Road to Mettu colony via Siruvallur Km 0/0-2/632 in Siruvallur Panchayat at Walajabad Panchayat Union Estimate Amount Rs.183.10 Lakh Manitenance Amount Rs.10.53 Lakh | |||||
| 2.00 | Clearingthe light jungle including all labour charges for burrying and burning etc., complete. | 3,099.18 | Sqm | 6.3 ₹19,524.83 Lowest | 6.75 ₹20,919.47 |
| 3.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 3,222.87 | Sqm | 23.2 ₹74,770.58 Lowest | 23.8 ₹76,704.31 |
| 4.00 | 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 20A | 642.14 | Cum | 140.2 ₹90,028.03 Lowest | 141.2 ₹90,670.17 |
| 5.00Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS | |||||
| 6.00 | Km 0/000 - 1/000 | 269.61 | Cum | 671.28 ₹1,80,983.8 Lowest | 672.2 ₹1,81,231.84 |
| 7.00 | Km 1/000 - 2/000 | 269.61 | Cum | 681 ₹1,83,604.41 Lowest | 685.2 ₹1,84,736.77 |
| 8.00 | Km 2/000 - 2/632 | 170.25 | Cum | 691 ₹1,17,642.75 Lowest | 696.2 ₹1,18,528.05 |
| 9.00 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/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. | 1,450.3 | Cum | 2,492 ₹36,14,147.6 | 2,484.4 ₹36,03,125.32 Lowest |
| 10.00 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | 9,668.62 | Sqm | 85.8 ₹8,29,567.6 Lowest | 86 ₹8,31,501.32 |
Tender Value
₹1.9 Cr
EMD Value
₹1.9 L
Closing Date
20 Feb 2026, 3:00 pmClosed
The Project Director, DRDA, Kancheepuram
O/o The Project Director, DRDA, Kancheepuram
Strengthening of PP Road to Mettu colony via Siruvallur Km 0/0-2/632 in Siruvallur Panchayat (R-138) at Walajabad Block of Kancheepuram District having PKG. No.TNKPM-10/NBD/2026-27 under NABARD 2026-27
2026_RDTN_657155_1
DIPR/984/Tender/2026, Dt.13.02.2026
Open Tender
Civil Works - Roads
Item Wise
180 days
DRDA, Kancheepuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹1.9 L
Yes
O/o The Project Director, DRDA, Kancheepuram
7 Mar 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
17 Feb 2026
Strengthening of PP Road to Mettu colony via Siruvallur Km 0/0-2/632 in Siruvallur Panchayat at Walajabad Panchayat Union Estimate Amount Rs.183.10 Lakh Manitenance Amount Rs.10.53 Lakh
Clearingthe light jungle including all labour charges for burrying and burning etc., complete.
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
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 20A
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/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.
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
BM (Grade-II) 50mm Thick Using VG30 Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 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 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
Construction of un-reinforced, 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 aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction 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 Km stone, Hm stone,& Guardstone,etc.
KM stones
HM stones
Providing 90Octogonal Board Stop Board
Providing 60 Triangular board
Providing 60 Circular board
Provision for 1.5m culvert @ 0/577
Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil, in hard stiff clay, stiff black cotton soil, hard red earth,shales, murram, and earth muds with 50% fair sized boulders as per SS 20B
Supply and filling foundation and basement with filling sand in layer not more than 15cm,thick well ramed,watered and compacted complete complying with standard specification
Cement Concrete 1:4:8 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc.
Cement Concrete 1:3:6 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc.
Supplying and erecting centring sor sides and soffits with M.S sheets laid over silver oak joists with casurina props for supporting,labour charges etc.,complete Below Sill
AboveSill
Supplying and erecting centring sor sides and soffits with M.S sheets laid over silver oak joists with casurina props for supporting,labour charges etc.,complete
Cement Concrete 1:2:4 mix using 20mm metal including cost and conveyanceof all materials to work site and all labour charges etc.
Reinforced Cement Concrete 1: 1 1/2: 3 mix using 20mm metal including cost and conveyanceof all materials to work site and all labour charges etc.
Supplying and fabricating and placing in position of Mild /Tor steel for all RCC works as per the design given including cost of all steel,binding wire and labour forfabrication etc.,complete complying with standard specification
Providing and fixing kraft Paper for bearing Between Bed Block & Deck slab
Providing and fixing 20mm Bituman pad Between Bed Block & Dirt Wall
Providing weepholes in brick masonry/ stone masonry,plain/ reniforced concrete abutment,wing wall,retrun wall with 100mm dia AC pipe extending through the full width of the Structure with slope towards drawing face complete
Provision for 1.5m culvert @ 1/586
Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil, in hard stiff clay, stiff black cotton soil, hard red earth,shales, murram, and earth muds with 50% fair sized boulders as per SS 20B
Supply and filling foundation and basement with filling sand in layer not more than 15cm,thick well ramed,watered and compacted complete complying with standard specification
Cement Concrete 1:4:8 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc.
Cement Concrete 1:3:6 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc.
Supplying and erecting centring sor sides and soffits with M.S sheets laid over silver oak joists with casurina props for supporting,labour charges etc.,complete Below Sill
AboveSill
Supplying and erecting centring sor sides and soffits with M.S sheets laid over silver oak joists with casurina props for supporting,labour charges etc.,complete
Cement Concrete 1:2:4 mix using 20mm metal including cost and conveyanceof all materials to work site and all labour charges etc.
Reinforced Cement Concrete 1: 1 1/2: 3 mix using 20mm metal including cost and conveyanceof all materials to work site and all labour charges etc.
Supplying and fabricating and placing in position of Mild /Tor steel for all RCC works as per the design given including cost of all steel,binding wire and labour forfabrication etc.,complete complying with standard specification
Providing and fixing kraft Paper for bearing Between Bed Block & Deck slab
Providing and fixing 20mm Bituman pad Between Bed Block & Dirt Wall
Providing weepholes in brick masonry/ stone masonry,plain/ reniforced concrete abutment,wing wall,retrun wall with 100mm dia AC pipe extending through the full width of the Structure with slope towards drawing face complete
Provision for 1.5m culvert @ 2/470
Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil, in hard stiff clay, stiff black cotton soil, hard red earth,shales, murram, and earth muds with 50% fair sized boulders as per SS 20B
Supply and filling foundation and basement with filling sand in layer not more than 15cm,thick well ramed,watered and compacted complete complying with standard specification
Cement Concrete 1:4:8 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc.
Cement Concrete 1:3:6 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc.
Supplying and erecting centring sor sides and soffits with M.S sheets laid over silver oak joists with casurina props for supporting,labour charges etc.,complete Below Sill
AboveSill
Supplying and erecting centring sor sides and soffits with M.S sheets laid over silver oak joists with casurina props for supporting,labour charges etc.,complete
Cement Concrete 1:2:4 mix using 20mm metal including cost and conveyanceof all materials to work site and all labour charges etc.
Reinforced Cement Concrete 1: 1 1/2: 3 mix using 20mm metal including cost and conveyanceof all materials to work site and all labour charges etc.
Supplying and fabricating and placing in position of Mild /Tor steel for all RCC works as per the design given including cost of all steel,binding wire and labour forfabrication etc.,complete complying with standard specification
Providing and fixing kraft Paper for bearing Between Bed Block & Deck slab
Providing and fixing 20mm Bituman pad Between Bed Block & Dirt Wall
Providing weepholes in brick masonry/ stone masonry,plain/ reniforced concrete abutment,wing wall,retrun wall with 100mm dia AC pipe extending through the full width of the Structure with slope towards drawing face complete
For the First Year from the date of completion of work
For the Second Year from the date of completion of work
For the Third Year from the date of completion of work
For the Fourth Year from the date of completion of work
For the Fifth Year from the date of completion of work
GST Amount for providing Service to Government Contract Works for the above Construction & maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (for Construction & maintenance) above this row in column "BB" for all works in this package}
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