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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.8 CrAccepted-AOC | ₹2.8 Cr | 1 | Accepted-AOC Lowest tenderer |
| 2 | 2₹2.9 CrRejected-AOC | ₹2.9 Cr | 2 | Rejected-AOC . |
| Sl No | Description | Qty | Unit | P.Sumalatha L1 | AMR CCONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00Road | |||||
| 1.01 | Clearing Scrub Jungle with uprooting including all cutting charges and depositing of the products and clearing as directed by the departmental officers including all labour charges etc., complete. | 2,880 | sqm | 6.3 ₹18,144 | 6 ₹17,280 |
| 1.02 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 1,293.62 | Cum | 140.4 ₹1.8 L | 146 ₹1.9 L |
| 1.03Collection 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 | |||||
| 1.04 | Km 2/3 - 3/000 | 234.76 | Cum | 641.3 ₹1.5 L | 667 ₹1.6 L |
| 1.05 | Km 3/0- 4/0 | 337.5 | Cum | 651.3 ₹2.2 L | 677 ₹2.3 L |
| 1.06 | Km 4/0 - 4/7 | 236.25 | Cum | 661.4 ₹1.6 L | 687 ₹1.6 L |
| 1.07 | Picking the existing metal surface 7.5 cm much removing the picked up stuff to the sides, collection all useful metal leveling and sectioning top camper power roller ansolidation by power roller etc., | 2,407.6 | Sqm | 23.3 ₹56,097.08 | 24 ₹57,782.40 |
| 1.08 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, 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 Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5 | 1,083.42 | Cum | 2,411.7 ₹26.1 L | 2,508 ₹27.2 L |
| 1.09 | 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. | 7,222.8 | sqm | 87.14 ₹6.3 L | 90 ₹6.5 L |
Tender Value
₹2.9 Cr
EMD Value
₹2.9 L
Closing Date
20 Feb 2026, 3:00 pmClosed
Project Director
1st floor, DRDA, Theni
Strengthening of Road from Ettapparajapuram Erathimakkalpatti road -(via)Palanithevanpatti Thekkampatti Km 0/0- 5/0 (R-3) including 5 years maintenance in Andipatty Block of Theni District under NABARD RIDF 2026-2027
2026_RDTN_657682_1
294/2026/D4 Date 12.02.2026
Open Tender
Civil Works - Roads
180 days
Theni
As per tender documents
3 documents required · 3 mandatory
₹0
₹2.9 L
1st floor, DRDA, Theni
7 Mar 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
16 Feb 2026
Clearing Scrub Jungle with uprooting including all cutting charges and depositing of the products and clearing as directed by the departmental officers including all labour charges etc., complete.
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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
Picking the existing metal surface 7.5 cm much removing the picked up stuff to the sides, collection all useful metal leveling and sectioning top camper power roller ansolidation by power roller etc.,
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, 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 Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5
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.,
Providing and laying Bituminous Concrete to 25mm 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 50.30kgs 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
Supplying and Fixing of HM stone etc 0.65 x 0.15 x 0.10
Supplying and Fixing of KM stone etc 1.26 x 0.35 x 0.25
Retro- Reflectarised Traffic Signs ( With definition board ) Type IV
60cm Equilatral Triangle Sign Board
80cm x 60cm Rectangular Board
Construction of 3 m Span RCC Slab Culvert at Ch m , ( Sub Estimate - )
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.( Abutment and Wing Wall ).
Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ).
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Reinforcd Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
Construction of Retaining Wall at Ch 2/3 - 3/0 m , ( Sub Estimate - )
Earth work excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundation with
Plain Cement Concrete 1:4:8 Using 40 mm HBG metal for basement and flooring layers not more than 15cm thick including cost and conveyance of materials to site and all other labour charges including consolidation as per standard specification.
Cenetering Shuttering including necessary support for plane surface in foundation and Basement and in all floors usingmild steel sheets of size 90x60 cm and 10 gauge stiffened , welded with steel angles of size 25mmx 25mmx3mm for boarding laid over silver
Plain Cement Concrete in CM 1 : 3 : 6 mix using 40 mm gauge hard brocken granite stone jellay for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting et., complete complying with standard specification
Provision for PVC Pipe for Wheep holes
Construction of Retaining Wall at Ch 3/0 - 4/0 m , ( Sub Estimate - )
Earth work excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundation with
Plain Cement Concrete 1:4:8 Using 40 mm HBG metal for basement and flooring layers not more than 15cm thick including cost and conveyance of materials to site and all other labour charges including consolidation as per standard specification.
Cenetering Shuttering including necessary support for plane surface in foundation and Basement and in all floors usingmild steel sheets of size 90x60 cm and 10 gauge stiffened , welded with steel angles of size 25mmx 25mmx3mm for boarding laid over silver
Plain Cement Concrete in CM 1 : 3 : 6 mix using 40 mm gauge hard brocken granite stone jellay for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting et., complete complying with standard specification
Provision for PVC Pipe for Wheep holes
Construction of Retaining Wall at Ch 4/0 -5/0 , ( Sub Estimate - )
Earth work excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundation with
Plain Cement Concrete 1:4:8 Using 40 mm HBG metal for basement and flooring layers not more than 15cm thick including cost and conveyance of materials to site and all other labour charges including consolidation as per standard specification.
Cenetering Shuttering including necessary support for plane surface in foundation and Basement and in all floors usingmild steel sheets of size 90x60 cm and 10 gauge stiffened , welded with steel angles of size 25mmx 25mmx3mm for boarding laid over silver
Plain Cement Concrete in CM 1 : 3 : 6 mix using 40 mm gauge hard brocken granite stone jellay for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting et., complete complying with standard specification
Provision for PVC Pipe for Wheep holes
Maintenance of the road
Towards the charges for routline maintenance of the road work executed under NABARD including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP- 20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost
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 (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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