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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.1 CrAdmitted-Finance NO 2150 MOORTHI NAGAR KALAIYARKOIL SIVAGANGAI DISTRICT | ₹1.1 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | G SIVAKUMAR L1 | EKS CONSTRUCTION L8 | MARI and CO L3 | PPK CONSTRUCTION L6 | RML KARUNANITHI L2 | m/s varavar L7 | KUBERAN CONSTRUCTION PRIVATE LIMITED L9 | Mahalakshmi L4 | KANNAN AND CO L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Name of Work :Strengthening the Road from Nanthanoor road Km 0/0 - 1/8 R(153) | ||||||||||||
| 2.00 | Clearing and grubbing Scrub jungle road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 1,740 | sqm | 5 ₹8,700 | 6 ₹10,440 | 2 ₹3,480 | 5.3 ₹9,222 | 5.12 ₹8,908.80 | 4.25 ₹7,395 | 6 ₹10,440 | 5 ₹8,700 | 4 ₹6,960 |
| 3.00 | 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 | 783 | cum | 112.42 ₹88,024.86 | 140 ₹1.1 L | 50 ₹39,150 | 110 ₹86,130 | 112.98 ₹88,463.34 | 93.51 ₹73,218.33 | 150 ₹1.2 L | 100 ₹78,300 | 100 ₹78,300 |
| 4.00 | Existing BT surface picking including cost and conveyance of all Laboue Charges to site etc., complete. | 1,812.5 | sqm | 18.7 ₹33,893.75 | 23 ₹41,687.50 | 10 ₹18,125 | 25 ₹45,312.50 | 18.8 ₹34,075 | 17 ₹30,812.50 | 25 ₹45,312.50 | 20 ₹36,250 | 15 ₹27,187.50 |
| 5.00Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete. | ||||||||||||
| 6.00 | KM 0/0 - 1/0 | 225 | cum | 481.55 ₹1.1 L | 600 ₹1.4 L | 210 ₹47,250 | 400 ₹90,000 | 483.95 ₹1.1 L | 510.06 ₹1.1 L | 650 ₹1.5 L | 400 ₹90,000 | 400 ₹90,000 |
| 7.00 | KM 1/0- 1/8 | 101.25 | cum | 481.55 ₹48,756.94 | 600 ₹60,750 | 210 ₹21,262.50 | 400 ₹40,500 | 483.95 ₹48,999.94 | 510.06 ₹51,643.58 | 650 ₹65,812.50 | 400 ₹40,500 | 400 ₹40,500 |
| 8.00Providing 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 2 | ||||||||||||
| 9.00 | KM 0/0 - 1/0 | 470.16 | cum | 2,535.17 ₹11.9 L | 3,150 ₹14.8 L | 2,810 ₹13.2 L | 2,700 ₹12.7 L | 2,547.97 ₹12.0 L | 2,380.28 ₹11.2 L | 3,200 ₹15.0 L | 2,500 ₹11.8 L | 2,500 ₹11.8 L |
| 10.00 | KM 1/0- 1/8 | 210.94 | cum | 2,535.17 ₹5.3 L | 3,150 ₹6.6 L | 2,810 ₹5.9 L | 2,700 ₹5.7 L | 2,547.97 ₹5.4 L | 2,380.28 ₹5.0 L | 3,200 ₹6.8 L | 2,500 ₹5.3 L | 2,500 ₹5.3 L |
Tender Value
₹1.5 Cr
EMD Value
₹1.5 L
Closing Date
9 Mar 2026, 3:00 pmClosed
Project Director
DRDA,Sivagangai
Strengthening the Road from Nanthanoor road
2026_RDTN_669294_1
MGSMT_SAVINGS_FUND_25-26_KKL
Open Tender
Civil Works
180 days
Sivagangai
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.5 L
13 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
Clearing and grubbing Scrub jungle road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
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
Existing BT surface picking including cost and conveyance of all Laboue Charges to site etc., complete.
Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete.
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 2
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per 10.00 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.,
Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 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
Kilo metre stone
Hecta metre stone
Provision for 60cm equilateral cautionary sign boards
Provision for 60 cm circular Mandatory Sign Boards
Provision for toewall km 0/0-1/0
Earth work excavation & Depositing on bank with initial lead of 10m and lift & 2m in hard stiiff clay, stiff black cotton hard red earth shales, murram, gravel stoney earth mixed with small size boulder and in hard gravelly soils per SS 20B including all
Collection and filling of M sand including cost and conveyance to site and all labour charges for filling water and ramming etc., complete for foundation.
Cement concrete 1:4:8 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 10 cum.
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
Erection of shuttering and strutting to the soffits for vertical stucture including cost and conveyance of all materials to site etc., complete.
Provision for toewall km 1/0-1/450
Earth work excavation & Depositing on bank with initial lead of 10m and lift & 2m in hard stiiff clay, stiff black cotton hard red earth shales, murram, gravel stoney earth mixed with small size boulder and in hard gravelly soils per SS 20B including all
Collection and filling of M sand including cost and conveyance to site and all labour charges for filling water and ramming etc., complete for foundation.
Cement concrete 1:4:8 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 10 cum.
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
Erection of shuttering and strutting to the soffits for vertical stucture including cost and conveyance of all materials to site etc., complete.
Provision for 1 Row Pipe Culvert ch 5
Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation.
Collection and filling of M sand including cost and conveyance to site and all labour charges for filling water and ramming etc., complete for foundation.
Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost of conveyance of all materials and all labour charges etc., complete for foundation
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:3:6 mix using 40mm ISS metal including cost of conveyance all materials of all labour charges etc., complete.
Supply of NP3 pipe including suitabel collars including cost and conveyance at site etc., complete.
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
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 (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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