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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H1₹90.6 LAdmitted-Finance | ₹90.6 L | H1 | Admitted-Finance |
| 2 | H2₹90.5 LAdmitted-Finance 9 305 NACHIPUDUR KALAPPANAICKENPATTI SENDAMANGALAM NAMAKKAL 637 404 | NAMAKKAL | TAMIL NADU | 637404 | ₹90.5 L | H2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | NPR CONSTRUCTIONS H2 | SATHIYAMOORTHY H1 |
|---|---|---|---|---|---|
| 1.00Strengthening of road from Valapoondi Aarampoondi Road in Km 0/0-0/800 in Kalrayan Hills Block of Kallakurichi District | |||||
| 1.01Clearing the Scrub jungle including all labour charges for burrying and burning etc., | |||||
| 1.02 | KM 0/0-0/800 | 1,440 | Sqm | 8 ₹11,520 | 8 ₹11,520 |
| 1.03Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A for Cutting | |||||
| 1.04 | KM 0/0-0/800 | 432 | Cum | 195 ₹84,240 | 200 ₹86,400 |
| 1.05Supply and Spreading 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 | |||||
| 1.06 | KM 0/0-0/800 | 239.13 | Cum | 1,800 ₹4.3 L | 1,815 ₹4.3 L |
| 1.07Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20% & 2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) Grade III | |||||
| 1.08 | KM 0/0-0/800 | 140.63 | Cum | 2,607.88 ₹3.7 L | 2,615 ₹3.7 L |
| 1.09Providing 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. | |||||
Tender Value
₹93.9 L
EMD Value
₹94,000
Closing Date
20 Feb 2026, 3:00 pmClosed
Project Director
DRDA, Kallakurichi
Strengthening of the Road From Valapoondi Arampoondi Raod in Kalrayan Hills Block
2026_RDTN_657577_1
B7/4120/2024/006
Open Tender
Civil Works - Roads
180 days
Kallakurichi
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹94,000
DRDA, Kallakurichi
24 Feb 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
16 Feb 2026
Strengthening of road from Valapoondi Aarampoondi Road in Km 0/0-0/800 in Kalrayan Hills Block of Kallakurichi District
Clearing the Scrub jungle including all labour charges for burrying and burning etc.,
Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A for Cutting
Supply and Spreading 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
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20% & 2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) Grade III
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 Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5
Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5
Providing and laying Bituminous Concrete to 25/30/40 mm 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 50.30 kgs of VG30/ VG40 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 / Pneumatic Roller 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 / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP using( Vibratory Roller)
Provision for Hectometer Stone
Construction of RCC Slab Culvert
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B
Supply of sand and filling in to the foundation including cost and conveyance to the siteand all labour charges for filling as per standard speecifications
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 Levelling course
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 Foundation
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and superstructure for Abutment /pier using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers etc.
Below Sill level
Above Sill level
Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Superstructure
Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for Deckslab
Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length,bending to shape and tying in position and forming grills for all R.C.C works
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirt wall &Deck slab
Providing and fixing Tar paper for bearing between Bed Block & Deck slab
Providing weepholes in brick masonry/ stone, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia. AC pipe extending through the full width of the sloope of 1(V):20(H) towards drawing face complete as per drawing
Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Construction of Retaining Wall
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B
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 Levelling course
Top plastering 1:4 mix using 20 mm thick,including all cost and conveyance and all labour charges etc complete.
Random rubble masonery in cm 1:5 Mix ,using rough and bond stone including all cost and conveyance and all labour charges etc complete.
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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