Upgradation of Coleroon Left bund road Near Omampuliyur to Eyyalore road in Kattumannarkoil block Cuddalore district Package No 11

Amount

Upgradation of Coleroon Left bund road Near Omampuliyur to Eyyalore KM-124/500-117/600

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

Carted earth filling with average lead 1 km including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out

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

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

Picking the Existing Bituminous Surface to a Depth of 100 mm by Mechanical Means and addition of deficit aggrgate @ 50% for Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller to achieve the desired density. 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.

Applying PRIMECOAT over WMB/ 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 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, 30/40 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

Safty Audit Providing and Laying of Hot applied Thermoplastic compound 2.5mm thick includingreflectorising glass beeds @ 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 freefrom streaks and holes etc.,complete( as per MORT & H specification No. 803)

Providing and erecting of Retro-Reflection Cautionary, Mandatory and Informatory signs (without definition board) made out of high intensity prismatic grade sheeting confirming to Type-IV standards of IRC-67:2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm mild steel angle and supported on a mild steel angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-Reflection as per table 6.6 of IRC 67-2012. The retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012.(as per Mort&H specification No.801) (Caution board) (90cm equilateral triangle)

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 lens face with retro-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 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 sqcm on each side and 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 diameter and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 kgf. Fixing will 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.

Providing and erecting single sided Double Guard Rail system comprising of 3mm which all W beams. Post & as pacer channels shall be made by cold roll forming using HR coils conform to IS 5986 Fe 410/360 and hot dip galvanized having Zing mass or 550 gms 7 minimum 95 cm above made ground level, fixed on ISMC series channel vertical post 150 x 75 x 75mm spaced 2 mtr centre to centre 312mm x 83 mm flange width x 3mm thick 43/8mm long. Post directly embedded in the concrete length of 80mm below ground. All fixing bolts and nuts hot dip galvanized confirming to IS : 1367 Metal Beam Crash Barrier

CC road 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 M.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 M.Sand 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 & Erecting centering for sides & soffits including necessary supports etc., complete complying with standard specifications and as directed by the departmental officers

Cement concrete 1:3:6 mix Using M.Sand 20 mm ISS HBG metal inculding cost and conveyance of all materails to site including all labour charges completed.

Cement concrete 1:2:4 mix Using M.Sand 20 mm ISS HBG metal inculding cost and conveyance of all materails to site including all labour charges completed.

Provision for Bitumen Pad

Provision for , Hm stone,

Provision for ,Km stone,

Provision for Name board

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}

DEVI CONSTRUCTIONS (BID ID -1234413)