Vellore District Strengthening of 3 roads in KV Kuppam Block NABARD 2026-2027 scheme, package no 02

Vellore District Strengthening of 3 roads in KV Kuppam Block NABARD 2026-2027 scheme, package no 02

Strengthening of the Road at Panamadangi Road to B.N.Palayam in B.N.Palayam Panchayat K.V.Kuppam Block (R-133) km 0/0-1/0

Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A

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.,

BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen 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 and 3.02Kgs of Waste Plastic 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

collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc.

Construction of CC Pavement @980

Constrcution of Un - Reinforcmenet of Dowel Jointed and Expansin and Construction of Plaint Cement Concrete Pavement thickness as per design over a prepared Sub Base with 43 Grade Cement or any other Cluase

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

Provision for Hectometer stone

Provision for Kilometer stone

Provision for 60 CM Equilateral Cautionary Sign Board Charges

Towards the charges for routline maintenance of the road work executed under PMGSY 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 IRC-SP-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 carriageway width of 3.00m & 3.75m

For the First Year from the date of completion of work

For the Second Year from the date of cpmpletion 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

Strengthening of the Road at Kosavanpudur to Malaiyadivaram Road in Kosavanpudur Panchayat K.V.Kuppam Block (R-236) km 0/0 - 1/290

Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A

Construction of granular sub-base by providing close graded material, mixing in a mechnical mic plant at OMC carriage of mixed material to work site spreading in uniform layers with motor grader on prepared surface and etc..

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.,

BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen 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 and 3.02Kgs of Waste Plastic 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

collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc.

Construction of RCC Culver (1 No.) (3m Span) Ch@ 810m

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 and filling foundation and basement with filling sand in layer not more than 15cm thick well ramed. Watered and compacted complete cpmplying with standard specification

Cement concrete 1:4:8 mix using 40mm ISS metal including cost andincluding cost and conveyance of all materials to site and all labour charges etc complete

Cement concrete 1:3:6 mix using 40mm ISS metal including cost andincluding cost and conveyance of all materials to site and all labour charges etc complete

Supplying and erecting centering sor sides and soffits with M.S. Sheets laid over silver oak joists with casurina props for supporing labour charges etc., complete

Supplying and erecting centering sor sides and soffits with M.S. Sheets laid over silver oak joists with casurina props for supporing labour charges etc., complete

Cement concrete 1:2:4 mix using 20mm ISS metal including cost andincluding cost and conveyance of all materials to site and all labour charges etc complete

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 etc Complete

Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal includingcost and conveyance of all materials to site and all labour for etc Complete

Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck wall for etc Complete

Providing and fixing Tar Paper for bearing Between Bed Block & Deck wall

Providing weepholes in brick masonry/stone masonry/pain/reinforcement concrete abutment wing, return wall with 100mm dis AC Pipe extending through the full width of the structure with slope towards face complete

Gravel filing between body wall including cost and conveyance of gravel labour for filling watering and compacting etc complete

Construction of Retaining wall Ch@ 230m

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 andincluding cost and conveyance of all materials to site and all labour charges etc complete

Supplying and erecting centering sor sides and soffits with M.S. Sheets laid over silver oak joists with casurina props for supporing labour charges etc., complete

Cement concrete 1:3:6 mix using 40mm ISS metal including cost andincluding cost and conveyance of all materials to site and all labour charges etc complete

Provision for Hectometer stone

Provision for Kilometer stone

Provision for 60 CM Equilateral Cautionary Sign Board Charges

Towards the charges for routline maintenance of the road work executed under PMGSY 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 IRC-SP-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 carriageway width of 3.00m & 3.75m

For the First Year from the date of completion of work

For the Second Year from the date of cpmpletion 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

Strengthening of the Road at Nagal to Perumal Colony Road in Nagal Panchayat km 0/0 - 1/100 (R-117)

Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete

Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A

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.,

BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen 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 and 3.02Kgs of Waste Plastic 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

collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc.

Construction of Retaining wall Ch@ 0/293m

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 andincluding cost and conveyance of all materials to site and all labour charges etc complete

Supplying and erecting centering sor sides and soffits with M.S. Sheets laid over silver oak joists with casurina props for supporing labour charges etc., complete

Cement concrete 1:3:6 mix using 40mm ISS metal including cost andincluding cost and conveyance of all materials to site and all labour charges etc complete

Provision for Hectometer stone

Provision for Kilometer stone

Provision for 60 CM Equilateral Cautionary Sign Board Charges

Towards the charges for routline maintenance of the road work executed under PMGSY 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 IRC-SP-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 carriageway width of 3.00m & 3.75m

For the First Year from the date of completion of work

For the Second Year from the date of cpmpletion 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 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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