Strengthening of NH227 to Periyapunganeri road in Kmkoil block .Package no 16

Amount

NH227 to Periyapunganeri road. Km-0/0-2/900

Clearing and scrub/ light jungle by cutting, removing and disposing of all materials such as bushes, scrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees up to 300mm girth

Picking the existing black top/ WBM surface to 50 MM depth including labour, hire charges d plants and all other incidental charges etc. complete as per MOST specification.

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

Providing US Gravel with a lead of KM including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification etc Km-0/0-1/0

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.,

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.

BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.08cum of 13.20-11.20mm. 0.11cum of 6.70-2.36 and 0.16 cum 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

Provision for , Hm stone,

Provision for ,Km stone,

Provision for Name board & Citizen information board

Provision for White Marking 4" Wide

Const of Minor bridgech 214mDismantling the Plain Cement Concrete

Dismantling and Removing RCC Pipe1000 mm dia

Earthwork excavation in all classes of soils except hard rock requiring blasting & depositing on bank as perSS20B with all leads and lifts and allother incidental charges such asbailing out water shoring strutting walling & forming protective bunds wherever necessary etc.,complete as per relevent standard specification for DRESSING THE BED UPTO SILL LEVEL

Earthwork excavation in all classes of soils except hard rock requiring blasting & depositing on bank with allleads & lifts as per SS20B, including cost of all labour, equipments and allincidental charges such as providing & maintaining necessary cofferdams, sheeting, shoring, bracing and theirsubsequent removal, removal of all logs bracing & their subsequent and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all materialsetc.,complete as per relevent standard specification for FOUNDATION OF RAFT FOR BOX CULVERT CUT OFF WALL ,CURTAIN WALLS OF BED FLOORING WORKS AND TOE WALL OF FLEXIBLE APRON .

Vibrated Cement Concrete of grade M15 (nominal mix 1:2:4) using 40mm HBG metal including cost andconveyance of all materials to site and cement at site including cost of formwork, labour charges for mixing, transporting, laying and curing concrete working at depths,Tools & Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for LEVELLING COURE BELOW BED FLOORING AND BOX CULVERT

Vibrated Cement Concrete of grade M20 (nominal mix 1:1.5:3) using 40mm HBG metal including cost andconveyance of all materials to site and cement at site including cost of formwork, labour charges for mixing, transporting, laying and curing concrete working at depths,Tools & Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc.,complete as per relevent standard specification for BASE SLAB BELOW BOX CULVERT AND BED FLOORING

Reinforced cement concrete M30 design mix using ISS graded hard granite crushed stone including cost and conveyanceof all materials to site and cement at site excluding cost and fabrication of steel but including formwork and centering, labour charges for mixing,transporting and placing in position, vibrating and compacting, finishing and curing, all other incidental charges etc.,completeas per specification for BOX CELL STRUCTURES OVER BASE COURSE

Providing and fixing seepage pipes of 110 mm PVC pipes of required lengths for End Side Wall and Retaining wall including cost and conveyance of all materials to work site , cost and labour for 900 mm dia semi -spherical arrangements100 mm size broken granite chips at the periphery and labour for fixing , etc., complete drain the backfill.

Vibrated reinforced cement concrete M30 (Design mix) using ISS graded hard granite broken metal including cost and conveyance of all materials to site & cement at site excluding cost and fabrication of steel but including formwork and centering softwater labour charges for mixing, transporting,placing in, position vibrating andcompacting finishing & curing concrete, working at heights, hire charges fortools and plants, including all otherincidental charges etc., complete as .per standard specification for RCC TOP SLAB & CORBEL

Providing filter media behind the End Side wall of Box Culvert with clean III graded material 53mm to 5.6mm to 600mm and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work siteincluding all labours and other incidentalcharges including hire charges forfor tools and plants employed etc.,for filter media as per MOST's (Roads Wing)specifications for Roads and Bridges Fourth Revision Cl. 309-3-2-13 and 305-4-4 etc.,complete.

Filling behind the End Side wall of Box Culvert and below Approach slab with clean gritty gravel to including cost and conveyance of gravel to worksite, laying,handling,charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other charges etc complete .

Supply and fabrication of Fe- 500 and Fe-240 steel required for all RCC items of works involved in the schedule including cost of steel at site including cost of fabrication, labour charges for cleaning the rods strengthening, cutting bending,tying grills, including overlaping to the required length wherever necessary and placing the the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars cover blocks and all other incidental charges etc complete.

Fe-240 steel

.Vibrated Cement Concrete of grade M15 (nominal mix 1:2:4)using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing, transporting, laying and curing concrete working in heights and Hire charges for Tools and Plants and all other incidental chargesetc., complete as per relevent standard specification for BASE COURSE BELOW APPROACH SLAB

Vibrated reinforced cement concrete M30 (Design mix) using ISS graded hard granite crushed stone including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including formwork and centering soft water labour charges for mixing transporting, placing in,positionvibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all otherincidental charges etc complete as per standard specification for APPROACH SLAB

Vibrated Cement Concrete of grade M30design mix using IRCsize graded HBG metal with nominal reinforcement as per MORT&H specification, including cost and conveyance of all materials to site and cement at site including all labour charges for mixing concrete laying,vibrating Hire charges forTools and Plants, compacting, curing with all leads of soft water,including and all other incidental charges form work cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab

Vibrated reinforced cement concrete M40 (Design mix) using ISS graded hard granite crushed stone including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including formwork and centering soft water labour charges for mixing transporting, placing in,positionvibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all otherincidental charges etc complete as per standard specification for CRASH BARRIER OVER TOP SLAB

Vibrated Cement Concrete of grade M15(nominal mix 1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water,labour charges for mixing, transporting,laying and curing concrete working at heights hire charges for Tools and Plants including all other incidental charges etc. complete as per standard specification for PARAPET OVER WING WALL

Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawings SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them inposition etc., complete

Supply and fixing of High quality of PVC pipes of 110mm dia including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges complete for providing utility services in footpaths for 1 RM

Towards Cost of U/S & D/S Retaining wall

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 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 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}

mani and co