Strengthening of Arpakkam - Kilperamanallur Road Km 0/0 - 2/910 in Arpakkam Panchayat (R-35) at Kancheepuram Block of Kancheepuram District having PKG. No.TNKPM-01/NBD/2026-27 under NABARD 2026-27

Strengthening of Arpakkam - Kilperamanallur Road Km 0/0 - 2/910 in Arpakkam Panchayat at Kancheepuram Panchayat Union Estimate Amount Rs.198.97 Lakh Manitenance Amount Rs.11.64 Lakh

Clearing the Scrub Jungle including removing from the site disposal by burying or burying etc.complete

Picking the existing damaged worn out B.T Surface including all labour charges etc,. Complete.

Earth work exavation in all classes of soils such as Sandy Soil, etc. and depositing on berms with all leads and lifts and all other incidential charges. etc., complete for berms.Asper SS20A

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 of tack coat using Emulsion at the rate of 3 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.

Bituminous Macadam (Grade-II) 50mm Thick Using VG30 Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 34.04 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5

Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading,premixed with bituminous binder @5.4 to 5.6 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H speciications clause 507 complete in all respects

Filling gravel for shoulders and berms including all cost and conveyance of all materials to site and stacking them to departmental guage for premeasurements and labour charges for filling etc., complete

Supply and fixing of KM Stones

Supply and fixing of H.M Stones

Provision for 60Cm Equilateral Triangle Cautionary Signboard

Cost of reflectors

Provision for 1.5m span RCC Slab culvert @ Ch 1125

Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil, in hard stiff clay, stiff black cotton soil, hard red earth,shales, murram, and earth muds with 50% fair sized boulders as per SS 20B

Cement Concrete 1:4:8 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc.

Cement Concrete 1:3:6 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc.

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 Below Sill

AboveSill

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

Cement Concrete 1:2:4 mix using 20mm metal including cost and conveyanceof all materials to work site and all labour charges etc.

Reinforced Cement Concrete 1: 1 1/2: 3 mix using 20mm metal including cost and conveyanceof all materials to work site and all labour charges etc.

Supplying and fabricating and placing in position of Mild /Tor steel for all RCC works as per the design given including cost of all steel,binding wire and labour forfabrication etc.,complete complying with standard specification

Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall & Deck Wall

Providing and fixing kraft Paper for bearing Between Bed Block & Deck slab

Providing and fixing 20mm Bituman pad Between Bed Block & Dirt Wall

Providing weepholes in brick masonry/ stone masonry,plain/ reniforced concrete abutment,wing wall,retrun wall with 100mm dia AC pipe extending through the full width of the Structure with slope towards drawing face complete

Provision for 1.5m span RCC Slab culvert @ Ch 1531

Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil, in hard stiff clay, stiff black cotton soil, hard red earth,shales, murram, and earth muds with 50% fair sized boulders as per SS 20B

Cement Concrete 1:4:8 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc.

Cement Concrete 1:3:6 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc.

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 Below Sill

AboveSill

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

Cement Concrete 1:2:4 mix using 20mm metal including cost and conveyanceof all materials to work site and all labour charges etc.

Reinforced Cement Concrete 1: 1 1/2: 3 mix using 20mm metal including cost and conveyanceof all materials to work site and all labour charges etc.

Supplying and fabricating and placing in position of Mild /Tor steel for all RCC works as per the design given including cost of all steel,binding wire and labour forfabrication etc.,complete complying with standard specification

Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall & Deck Wall

Providing and fixing kraft Paper for bearing Between Bed Block & Deck slab

Providing and fixing 20mm Bituman pad Between Bed Block & Dirt Wall

Providing weepholes in brick masonry/ stone masonry,plain/ reniforced concrete abutment,wing wall,retrun wall with 100mm dia AC pipe extending through the full width of the Structure with slope towards drawing face complete

Provision for 1.5m span RCC Slab culvert @ Ch 2905

Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil, in hard stiff clay, stiff black cotton soil, hard red earth,shales, murram, and earth muds with 50% fair sized boulders as per SS 20B

Cement Concrete 1:4:8 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc.

Cement Concrete 1:3:6 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc.

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 Below Sill

AboveSill

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

Cement Concrete 1:2:4 mix using 20mm metal including cost and conveyanceof all materials to work site and all labour charges etc.

Reinforced Cement Concrete 1: 1 1/2: 3 mix using 20mm metal including cost and conveyanceof all materials to work site and all labour charges etc.

Supplying and fabricating and placing in position of Mild /Tor steel for all RCC works as per the design given including cost of all steel,binding wire and labour forfabrication etc.,complete complying with standard specification

Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall & Deck Wall

Providing and fixing kraft Paper for bearing Between Bed Block & Deck slab

Providing and fixing 20mm Bituman pad Between Bed Block & Dirt Wall

Providing weepholes in brick masonry/ stone masonry,plain/ reniforced concrete abutment,wing wall,retrun wall with 100mm dia AC pipe extending through the full width of the Structure with slope towards drawing face complete

1.Construction of Hard Bed at ch 710 - 761 m

Earthwork excavation and depositing on bank with an initial lead and lift as per ss 20 B

Cement Concrete 1:4:8 mix using 40 mm ISS HBG metal including cost and conveyance of materials to site and all other labour charges, etc. complete

Providing WMM to required thickness including cost and conveyance of all materials from approved Quarry and consolidation by Power roller asper Clause 401 of MoRTH Specifications.

Supplying and Erection centering charges including cost and conveyance and all labour charges etc,

Cement Concrete 1:2:4 mix using 20 mm ISS HBG metal including cost and conveyance of materials to site and all other labour charges, etc. complete

Collection and supply of Msand and filling in to the basement including cost and conveyance of materials to site and all other labour charges, etc. complete

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Provision for Bitumenious Pad exposition joint.

2.Construction of Hard Bed at ch 940 - 1114 m

Earthwork excavation and depositing on bank with an initial lead and lift as per ss 20 B

Cement Concrete 1:4:8 mix using 40 mm ISS HBG metal including cost and conveyance of materials to site and all other labour charges, etc. complete

Providing WMM to required thickness including cost and conveyance of all materials from approved Quarry and consolidation by Power roller asper Clause 401 of MoRTH Specifications.

Supplying and Erection centering charges including cost and conveyance and all labour charges etc,

Cement Concrete 1:2:4 mix using 20 mm ISS HBG metal including cost and conveyance of materials to site and all other labour charges, etc. complete

Collection and supply of Msand and filling in to the basement including cost and conveyance of materials to site and all other labour charges, etc. complete

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Provision for Bitumenious Pad exposition joint.

Provision for repaires of RCC Slab culvert 4 Nos.

Plastering in cement mortar 1:5 mix -12mm thick including cost and conveyance etc,. Complete.

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 (for Construction & maintenance) above this row in column "BB" for all works in this package}