Strengthening and 5 years Maintenance of the Road from Pilimisai to Adhanur Road KM 0/0-3/240 under MGSMT 25 percent 2022-2023 and 2023-2024 in Alathur Block of Perambalur District Package No.TN11-18

Amount

Clearing the Grubbing Road Land Clearing and grubbng road land including uprooting wild vegetation,grass,bushes,shrubs,saplings and trees of girth upto 300mm,removal of stumps of such trees cut earlier and disposal of unserviceable materials and staching of serviceable material KM 0/000 - 3/205

Scarifying/Picking Existing Bituminous/Metalled Surface to a Depth of 5 cm to 10 cm Scarifying/Picking the existing bituminous/Metalled surface to a depth of 5cm to 10cm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 KM 0/000 - 3/205

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A KM 0/000 - 3/205.

Shoulder Filling Using Gravel Collection and supply of Gravel from approved quarry an average lead 1km mixed with existing earth including cost and conveyance of all materials to site and labour charges etc., the Standard specification.KM 0/000- 1/000.

WET MIX MACADAM Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including pemixing the material with water at OMC in machainical mix plant carriage of mixed material by tipper to site layi8ng in uniform layers 250. KM 0/000- 3/205.

Providing and laying PRIME COAT using slow setting emulsion bitumen Grade I at the rate of 7kg/10sqm over the WMM surface preparatory to another bituminous construction over it.KM 0/000- 3/205.

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.,KM 0/000 - 3/205.

Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 KM 0/000 - 3/205.

Provision for Name Board Cum Citizen Board

Providing and fixing of cautionary, mandatory and informatory sign board Providing and fixing of Retro Reflectorised Cautionary, Manatory Signs with Definition Plate made out of hig intensity Grade Prismatic sheeting conforming to IRC-67:2010 & ASTM D 4956-09, Type IV Specificationand fixed over 1.5mm thick Aluminium sheet Provision for 60cm Equilateral triangle Sign Board

Road Marking with Hot Applied thermoplastic compound with reflectorising Glass beeds on bituminous surface providing and laying of hot applied thermoplastic compound 2.5mm thick including reflecctorising Glass beeds at 250gms per sqm area ,thickness of 2.50mm is exclusive of surface applied glass beeds as per IRC 35 . The finished surface to level uniform and free from streeks and holes extra complete as per MORTH specification no 803.KM 0/000 - 3/205.

Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (ii) Ordinary Kilometer Stone (Precast)

HM Stone

Construction of RCC 1.5m Span Culvert @ Ch 314 m Earth work excavation for foundation soil as per SS 20 B for foundation.

Cement Concrete 1:4:8 mix using 40mm HBG metal including all labour charges for filling etc complete.

Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.Below sill

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.Above sill

Supplying and fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges.

R.C.C. 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.

C.C. 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.

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.

Provision For PVC Pipes 110mm 4kg for weepholes etc complete.

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

Construction of Drain @ 0M Earth work excavation for foundation soil as per SS 20 B for foundation.

Cement Concrete 1:4:8 mix using 40mm HBG metal including all labour charges for filling etc complete.

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.

Cement Concrete 1:3:6 mix using 20mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.

Plastering with cement mortar(1:4), 12mm thick on brickwork in substructure as per technical specification clauses 613.4&1204

Causeway Repair Ch @ 335 M Centering for the sides and soffits RCC items including all cost and conveyance and all 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 including all charges etc complete.

Causeway Repair Ch @ 2102 M Centering for the sides and soffits RCC items including all cost and conveyance and all 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 including all charges etc complete.

Causeway Repair Ch @ 2846 M Centering for the sides and soffits RCC items including all cost and conveyance and all 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 including all charges etc complete.

Towards the charges for routline maintenance of the road work executed under MGSMT 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 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)

PCV Enterprises