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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹77.6 LAccepted-AOC NO 2 1769 NORTH STREET THIRUKUVALAI NAGAPATTINAM | THIRUKUVALAI | NAGAPATTINAM | TAMIL NADU | 610204 | ₹77.6 L | L1 | Accepted-AOC Least Rate Quoted Bid Accepted |
| 2 | L2₹78.3 LRejected-AOC 5 255 1 EB COLONY SALAIPUDUR KOVILPATTI 628 503 | KOVILPATTI | THOOTHUKUDI | TAMIL NADU | 628503 | ₹78.3 L | L2 | Rejected-AOC High Rate Quoted The Bidder Rejected |
| Sl No | Description | Qty | Unit | M/S UMA CONSTRUCTIONS L1 | AAKASH CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.0001.Strengthening of Tholuthur Kadampangudi road km0/0-1/350 in Thalanayar Block | |||||
| 2.00Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | |||||
| 3.00 | Km 0/0 - 1/350 | 1,609.56 | Sq.Mtr | 6 ₹9,657.36 | 6 ₹9,657.36 |
| 4.00Earth work excavation and depositing on bank within initial lead and lift OF Hard Stiff Clay, Stiff Clay Cotton, Hard Red Earth, Shales, Murrum, Gravel, Stoney Earth and Earth Mixed with Samall Size buolders SS 20A including laying and Spreading in layers of 250 mm loase thick each, sectioning watering and Compacting etc., Complete as per MOST 301-305. | |||||
| 5.00 | Km 0/0 - 1/350 | 912.42 | Cum | 140 ₹1.3 L | 141 ₹1.3 L |
| 6.00Picking 5mm to 10cm old Metteld Surface and Sectioning 1 Sq.Mtr, including all labour cost etc complete | |||||
| 7.00 | Km 0/0 - 1/350 | 1,341.3 | Sq.Mtr | 23 ₹30,849.90 | 23 ₹30,849.90 |
| 8.00Providing 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. | |||||
| 9.00 | Km 0/0 - 1/350 | 4,031.4 | Sq.Mtr | 87 ₹3.5 L | 88 ₹3.5 L |
| 10.00Providing and laying tack coat over the WMM surface (Treated with primer) using 2.5 Kg of bituminous emulsion RS-01 for 1 sqm. for preparatory to another Bituminous construction over it including cost of Material, labour charges, rentals for Machinary, Fuel and all other incidential cahrges etc., Complete. | |||||
Tender Value
₹82.1 L
EMD Value
₹83,000
Closing Date
23 Feb 2026, 3:00 pmClosed
Project Director, DRDA, Nagapattinam
DRDA, Collectorate Campus, Nagapattinam
Strengthening of Tholuthur Kadampangudi road km 0/0-1/350 in Thalanayar Block
2026_RDTN_658791_1
Nagai/1044/NABARD-2026-27/P-06
Open Tender
Civil Works - Roads
180 days
Collectoracte campus Nagapattinam
As per Tender Documents
8 documents required · 8 mandatory
₹0
₹83,000
17 Mar 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
01.Strengthening of Tholuthur Kadampangudi road km0/0-1/350 in Thalanayar Block
Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp.
Earth work excavation and depositing on bank within initial lead and lift OF Hard Stiff Clay, Stiff Clay Cotton, Hard Red Earth, Shales, Murrum, Gravel, Stoney Earth and Earth Mixed with Samall Size buolders SS 20A including laying and Spreading in layers of 250 mm loase thick each, sectioning watering and Compacting etc., Complete as per MOST 301-305.
Picking 5mm to 10cm old Metteld Surface and Sectioning 1 Sq.Mtr, including all labour cost 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 the WMM surface (Treated with primer) using 2.5 Kg of bituminous emulsion RS-01 for 1 sqm. for preparatory to another Bituminous construction over it including cost of Material, labour charges, rentals for Machinary, Fuel and all other incidential cahrges 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 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achive the desired density including cost of Materials Labour charges rentals for Machinary , Fuel and all other incidential charges etc., Complete.
Providing and laying Bituminious concrete to 25, 30/40 MM Thick Using CMP(Grade-II) - Providing Bituminous Concrete to 40 mm 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
Providingand Laying Gravel including cost and conveyance Garvel form Approved Sources to worksite and stocking on road side to Departmental meric gauge fro premeasurement as directed including labour for spreading and Compacting etc., Complete ar per MORD Specification No.400.
Construction of RCC 1.50M Span Slab Culvert @ CH : 436 & 867
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead and lift including all labour charges and incidental charges such as shoring strutting providing coffer dams baling out water and other item which may be necessary or convenient to the successful completion of the excavation to the bottom of foundation and of back filling in a compacted condition a quantity of materials not exceeding the amount of excavation including all machinery charges for T&P employed etc. complete for foundation as per standard specification for Retaining wall and pipe culverts as per SS20B
Culvert @ Ch. 0/436
Culvert @ Ch. 0/867
Cement concrete 1:4:8 mix using 40mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for foundation concrete for C.D. works
Culvert @ Ch. 0/436
Culvert @ Ch. 0/867
Cement concrete 1:3:6 mix using 40mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for foundation concrete for C.D. works Below Sill
Culvert @ Ch. 0/436
Culvert @ Ch. 0/867
Cement concrete 1:3:6 mix using 40mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for foundation concrete for C.D. works Above Sill
Culvert @ Ch. 0/436
Culvert @ Ch. 0/867
Plain Cement concrete 1:2:4 mix using 20mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for bed block concrete for C.D. works @
Culvert @ Ch. 0/436
Culvert @ Ch. 0/867
Reinforced Cement Concrete 1:1 1/2:3 mix using graded ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for concrete for deck slab concrete @ C.D. works
Culvert @ Ch. 0/436
Culvert @ Ch. 0/867
Supplying and fabrication to steel Fe 415 (Tor. Steel) required for reinforced cement concrete work including cost and conveyance of steel to work spot handling charges for the rods straightening cutting bending, tying grills using binding wire (No welding should be done to steel item) hoisting placing positioning binding wire, provision of space hard cover blocks necessary stays and supporting devices including labour materials hire charges for all tools and plants employed and all other incidental charges, etc. complete as per standard specification for C.D. works @ Km
Culvert @ Ch. 0/436
Culvert @ Ch. 0/867
Supply and errecting centering and strutting including necessary supports for plane surface in foudation and basement in all floors for RCC columns, footing pedestals, plinth beam, Critical pier etc., using mild steel angles of size 90 x 60 x 10 cm gauge stiffened welded with mild steel angles of size 25 mm x 25mm x 3 mm for boarding laid over silvr oak joist ( Country wood) of size 10 cm to 6.50 cm spaced at 75 cm centre to centre complete complying with standard specification and as directed as per clause MOST specification.Shuttering
Culvert @ Ch. 0/436
Culvert @ Ch. 0/867
Supply and errecting centering and strutting including necessary supports for plane surface in foudation and basement in all floors for RCC columns, footing pedestals, plinth beam, Critical pier etc., using mild steel angles of size 90 x 60 x 10 cm gauge stiffened welded with mild steel angles of size 25 mm x 25mm x 3 mm for boarding laid over silvr oak joist ( Country wood) of size 10 cm to 6.50 cm spaced at 75 cm centre to centre complete complying with standard specification and as directed as per clause MOST specification.Centering
Culvert @ Ch. 0/436
Culvert @ Ch. 0/867
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
Culvert @ Ch. 0/436
Culvert @ Ch. 0/867
Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Culvert @ Ch. 0/436
Culvert @ Ch. 0/867
Providing and Fixixng 6mm Bitumen felt for expansion Joint Dirt wall & Deck Slab
Culvert @ Ch. 0/436
Culvert @ Ch. 0/867
Provision for Sign Board
Provision for Km Stone
Provision for Hm Stone
Maintanace for 5 Years
1 st year Maintenance
II nd year Manitenence
III rd Year Maintenance
IV th Year Maintenance
Vth year Maintenance
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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