TNVPM/NABARD/23-24/003

Amount

Strengthening the road from Devanur - Vellamputhur - Thirumalaipattu Road Km 0/0 - 4/530

Clearing the scrub jungles including all labour charges for all labour charges etc complete.

Picking the existing damaged BT surface to 3 - 5cm deep inccluding all labour charges

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20A including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and br

Laying US GRAVEL 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. complete.

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 bituminous macadam with hot mix using crused aggregate of grading as per table 500.4 premixed with bituminous binder aggregates to site lead of 1000 m laid 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

BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm 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

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface

Provision for 60cm Equilateral Triangular sign board charges

Provision for KM stone

Provision for HM stone of size 75x23x10cm

Provision for Citizen board cum name board charges

Provision for photographic charges

Providing NEW CEMENT CONCRETE PAVEMENT

Supplying and erecting shuttering including complying with standard speficiation including all labour charges etc.complete.

Cement Concrete 1:4:8 mix using 40mm ISS metal including cost and conveyence of all materials tosite all labour for mixing laying and curing wtc. Complete for10cum

Construction of Un - reinforced found jointed at opposite construction jiont only PCC pavement thicness as per other approved sub base with 43 grade cement or any other type as per clauses 1501.2.2 M30 (Grade),subbase and fine aggregated conforming to IS:383 maxi,um soze of course aggregated not neccssary 25mm.mixed in a courses mixture of not less then 0.2 cum capacity and technical specification grade 1501 (using M-Sand).

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 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}

ASR CONSTRUCTIONS