Strengthening of NH 210 Road To Sathikottai

Amount

Strengthening of the road from NH210 to Sathikottai Road Km 0 / 0-1/0(R29-PUR)

Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect as per SI 17 (2).

Earth work excavation and depositing on bank with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete.

Existing BT Surface Picking including cost and Conveyance of all labour charges etc complete..,

Providing and Laying Gravel Soling to Compacted thick including cost and conveyance of gravel from approved sources to work site including labour for Spreading ,water and Compacting by power roller to achieve the required

Providing and laying Spreading and Compacting grades stone aggregate to Wet Mix Macadam(WMM) Specification including premixing the material with water at OMC in ,machanical mix plant carriage of mixed material

Providing and laying of Prime Coat using Emulsion at the rate of 7kg per 10.00Square meter over WMM Surface preparatory to another bituminous

Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RS I . Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.

Providing and laying Bituminious concrete to 30mm 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

Kilo metre Stone

Earth work excavation and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B etc., complete

Collection ans supply of sand and filling into the basement including cost and conveyance to the site and all labour charges etc complete

Cement concrete 1:4:8 using 40mm HBGS jelly including all incidental charges such as bailing out water finishing curing complete complying with standard specification

Supplying and erecting Centering Shuttering Including Necessary Supports for plane including cost and conveyance etc complete

Cement concrete 1:3:6 using 40mm HBGS jelly including all incidental charges such as bailing out water finishing curing complete complying with standard specification

Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS

Supply of NP3900mm Pipe including suitabel Collars including Cost and conveyance at site etccomplete

Earth work excavation and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B etc., complete

Collection ans supply of sand and filling into the basement including cost and conveyance to the site and all labour charges etc complete

Cement concrete 1:4:8 using 40mm HBGS jelly including all incidental charges such as bailing out water finishing curing complete complying with standard specification

Cement concrete 1:3:6 using 40mm HBGS jelly including all incidental charges such as bailing out water finishing curing complete complying with standard specification

Centering BelowGL:Supplying and erecting Centering Shuttering Including Necessary Supports for plane including cost and conveyance etc complete

Centering Above GL:Supplying and erecting Centering Shuttering Including Necessary Supports for plane including cost and conveyance etc complete

Supplying and fabricating and Placing in position mild steel or Ribbed T or Steel for all reinforcement cement concrete works as per design guiven including cost and steel

Cement concrete 1:2:4 using 20mm HBGS jelly including all incidental charges such as bailing out water finishing curing complete complying with standard specification

Reinforced Cement concrete 1:11/2:3 using 20mm HBGS jelly including all incidental charges such as bailing out water finishing curing complete complying with standard specification

Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS

Earth work excavation and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B etc., complete

Provision For Kraft Paper

Provision For Expansion Joint

Provision For Weep hole pipe

Provision for Hectametre stone

90cm Equilaterial Triangle Cautionary Sign Boards

Chevron Sign 90Cm Octogon (Curves)

60cm Equilaterial Triangle Cautionary Sign Boards

60cm Circle (mandaorary Sign)

Provision For Road marking

Maintenance of the road

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} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

V BALAN