Strengthening the road from Nedungur to P.K Agaram road,Pullambadi Block,Tiruchirappalli Dt,pkg30

Amount

Strengthening of road from Nedungur to P.k Agaram (R-55) KM 0/0-2/34 in Pullambadi Block Clearing and grubbing roaK land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201 in all etc complete

Picking the existing mettaled surface and sectioning including all labour charges etc, complete.km 0/0 - 4/3

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B km 0/0 - 4/3

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. km 0/0 - 1/0

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.km 0/0 -4/3

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. complete km 0/0 - 3/06

Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 km 0/0-1/0

Providing and laying concrete to 25/30/40 mm thick using 0.13 cum of 19.00-9.500mm 0.17 cum of 9.50-2.36 mm and 0.26 cum of 2.36 and below with 50.3kgs of VG30 /VG40 bitumen for preming per 10sqm including cost and conveyance of all materials to cmp site heating the bitumen and aggregated to required temperature and mixing and etc

Providing and laying Gravel to 100mm Compacted thick including cost $ Conveyance of gravel from approved sources to work site including labour dor sperecting watering and compacting by Power Roller to achive the requred proctor density at100 5 compaction

providing and eraction of Retro -Reflectorised Cautionary and inforatatory sings ( without definition board ) made out of high intencity Prishmatric grade Sheeting confirming to type IV stanterd f IRC 67 :2012 and ASTM D 4956 -09 Specification and fixed over 2mm thick Aliminiyam Sheet fixed over aback supporting Frame of 25mm x 25nn x3mm mild steel angle and supported on a mild steel angle post 75x75x6mm with a clae hight of not less then 2.10m from the ground leval to the bottam of the sing board and 0.60m below Ground leval . the sign post should be painted as per IRC 67-2012n and fimily fixed and etc

Provision For Hectometer Stone

Provision For Kilometer Stone

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 an km 0/620

GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package}

ASV CONSTRUCTION (BID ID -1341803)

T NEDUMARAN (BID ID -1340707)

M RAMESH (BID ID -1340501)