Strengthening of Vellaputhur to Kattiyampanthal Road Km 0 0 to 2.170 in Vellaputhur Village Panchayat in Acharapakkam Panchayat union of Chengalpattu District Having PKG No.01 under NABARD RIDF XXX Tranche 2024 25

Amount

Clearing the Scrub Jungle including removing from the site disposal by burying or burying 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) 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 150mm 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. Using Paver Finisher

Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.

Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.

providing and Laying of Bituminousmacadam 50mm Compacted Thick using 0.20cum of 26-13m IRS Size HBG Machine Crushed Chips and 0.43 cum of 13.20-2.36 mm IRC HBG Machine crushed Chips with 37 kg of bitumen 60/70 for 10sqm includimg and conveyance of chips and stackindg then to departmental guage for pre-measurements includin cost of bitumen which will be supplied by the department an department section stores and its cost will be recoveredas per special condition appended including heating the bitumen and metal mjxing the materials in mini hot mix palnt for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified line and grades including all labour charges per MOST Specification 509 and 513 (III revision )including all labour Changes hire Fuel Etc,..Complete

Providing and laying Bitumenus Concrete 25 mm thick using using 0.24cum of 13.2mm, 0.76 cum of 11.20mm , 6.7,6,5.6&4.75 mm 0.66 cum and 2.36 mm 0.34 cum of metal for mixing of Bitumen per 1 cum including cost and conveyance to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete PAVER FINISHER

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

Providing and laying of Hot applied thermo plastic road compound 2.5 m thick including reflectorising glass beads @ 250 grams per sqm . The finished surface to be level uniform and free from streaks and holes etc complete as per MORTH specification

Road Marker/ Road stud with lens Reflector Providing and fixing reflective road studs of 'Category A' raised pavement markers made out of poly carbonate/ methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lense face with ratro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No.RW/NH 33023/10/97-DO.III dt 11.06.97. The height , width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13 Sq cm on each side and the slope to the base shall be 35+/-5 degree . Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/- 2mm and height not less than 30+/-2 mm) from the body is to be a minimum value of 500kgf. Fixing wil be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MORT&H specification 804 etc., Complete.

Supplying and fixing of KM stone of size 1.65 x 0.45 x 0.15m

Supplying and fixing of HM stone of size 0.75x 0.23x 0.10m

Provision for sign board

Provision for 60 cm Equilateral triangle cautionary signboard

Provision for Name Board cum citizen information board

Providing and construction of Speed Breaker

Applying TACK COAT over Primed WMM surface at 3Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.

Providing and laying Bitumenus Concrete 30mm thick using using 0.24cum of 13.2mm, 0.76 cum of 11.20mm , 6.7,6,5.6&4.75 mm 0.66 cum and 2.36 mm 0.34 cum of metal for mixing of Bitumen per 1 cum including cost and conveyance to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete PAVER FINISHER

Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level uniform and free form streaks and holes etc complete as per MORT&H specification no.803

Road Marker/ Road stud with lens Reflector Providing and fixing reflective road studs of 'Category A' raised pavement markers made out of poly carbonate/ methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lense face with ratro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No.RW/NH 33023/10/97-DO.III dt 11.06.97. The height , width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13 Sq cm on each side and the slope to the base shall be 35+/-5 degree . Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/- 2mm and height not less than 30+/-2 mm) from the body is to be a minimum value of 500kgf. Fixing wil be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MORT&H specification 804 etc., Complete.

Construction of RCC Slab Culvert i)1.5m span at Ch 200,500,676,778, 1168,1584,1870 and ii) 3.00m Span at Ch 1689

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.

i)1.5m span at Ch 200,500,676 and 778

i)1.5m span at Ch 1168,1584 and 1870

ii) 3.00m Span at Ch 1689

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

i)1.5m span at Ch 200,500,676 and 778

i)1.5m span at Ch 1168,1584 and 1870

ii) 3.00m Span at Ch 1689

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.

i)1.5m span at Ch 200,500,676 and 778

i)1.5m span at Ch 1168,1584 and 1870

ii) 3.00m Span at Ch 1689

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.

i)1.5m span at Ch 200,500,676 and 778

i)1.5m span at Ch 1168,1584 and 1870

ii) 3.00m Span at Ch 1689

Supplying and erecting centering shuttering including necessary supports for planesurface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etcusing 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 (countrywood) 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 centrecomplete complying with standard specifications and as directed by departmental Officers etc.Complete.

Up to Ground Level

i)1.5m span at Ch 200,500,676 and 778

i)1.5m span at Ch 1168,1584 and 1870

ii) 3.00m Span at Ch 1689

Above to Ground Level

i)1.5m span at Ch 200,500,676 and 778

i)1.5m span at Ch 1168,1584 and 1870

ii) 3.00m Span at Ch 1689

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.

i)1.5m span at Ch 200,500,676 and 778

i)1.5m span at Ch 1168,1584 and 1870

ii) 3.00m Span at Ch 1689

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.

i)1.5m span at Ch 200,500,676 and 778

i)1.5m span at Ch 1168,1584 and 1870

ii) 3.00m Span at Ch 1689

Cement concrete 1 : 1.5 : 3 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 for all RCC works

i)1.5m span at Ch 200,500,676 and 778

i)1.5m span at Ch 1168,1584 and 1870

ii) 3.00m Span at Ch 1689

Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

i)1.5m span at Ch 200,500,676 and 778

i)1.5m span at Ch 1168,1584 and 1870

ii) 3.00m Span at Ch 1689

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

i)1.5m span at Ch 200,500,676 and 778

i)1.5m span at Ch 1168,1584 and 1870

ii) 3.00m Span at Ch 1689

Providing and fixing seepage pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm. Dia. Semi spherical back fill arrangements with 100 mm. size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN BETWEEN THE ABUTMENTS AND RETURNS. (For weep holes)

i)1.5m span at Ch 200,500,676 and 778

i)1.5m span at Ch 1168,1584 and 1870

ii) 3.00m Span at Ch 1689

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.

i)1.5m span at Ch 200,500,676 and 778

i)1.5m span at Ch 1168,1584 and 1870

ii) 3.00m Span at Ch 1689

Construction of Retaining wall @ Ch 1569

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.

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

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.

Supplying and erecting centering shuttering including necessary supports for planesurface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etcusing 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 (countrywood) 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 centrecomplete complying with standard specifications and as directed by departmental Officers etc.Complete.

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.

Diversion of Road

Collection of Supply of carted earth from approved quarry an average lead 1 km including cost and conveyance of all materials to site and labour charges etc.,

Diversion approach at Ch 1168,1584,1756 and 1870

Diversion approach at Ch 200,500,676 and 778

Construction of Granular Sub base by Providing well graded material (25 mm to 4.75 mm IRC HBG Metal @ 65%, 4.75 to 2.36 mm IRC HBG Metal @20%2.36 mm Below IRC HBM Metal @15%)&(the Material Passing 425 Microns Sieve Shall Have Liquid Limit and Plasticity index Not More Than 25&6% repectively )Spreading in Uniform Layars With Motor Grader on Prepared Surface Mixing By mix in place Method With Rotovator at OMC and compacting With three Wheel 80-100KN Capacity and Finished in accordance with the Requirements of the Specification and thickness as per approved Plan or as directed by the- Engineer (Mix-in -Place Method).

Diversion approach at Ch 1168,1584,1756 and 1870

Diversion approach at Ch 200,500,676 and 778

Towards the charges for routline maintenance of the road work executed under NABARD RIDF XXX Tranche -2024-25 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 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}

M/S.KCP CONSTRUCTIONS (BID ID -1229555)