Nagercoil Corporation Providing BT Surface using CMP at Asirwatham Nagar and Edayanvillai in ward no.1 ,Benjamin street, Simon Nager street in ward no.43, kesari street in ward no.44 AR Camp road to Kurusady in ward no.51 Yesuvadiyan street in ward

Amount

Providing BT Surface

Picking the existing old mettaled surface from 50mm to 100mm thick surface without damaging the esisting base course and cleaning the site etc complete

Earth cutting and sectioning and levelling including initial lead of 10m and initial llift of 2m in sand silt or other loose soil wet sand or silt not under water light black cotton soil sndy loam and ordinary soil including excavated earth etc. complete (TNBP No.20B)

Conveyance of excavated surplus earth to low lying areas through tipper lorries upto 2km lead including,labour charges for loading,transporting and unloading in low lying areas shown by the departmental officers.

Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) soecification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.

Providing and laying prime coat over WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 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. complete as per clause 502 of MORTH

providing and laying tack coat of 2.5 Kgs/10sqm over the WMM surface treated with binder using 2.5Kgs of bituminous Emulsion for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of binder as tack coat manually etc. complete as per 503 of MORTH Rev V specifications

Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5

Providing and laying bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50mm graded metal,0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36mm & below metal by adding the shredded plastic waste over the aggregate heated to 170 degree celcious in the central hot mix plant,mixed well with 45.27Kgs hot bitumen VG 30 Bitumen (160 degree celcious) 60/70 grade for premixing per 10sqm to lay 30mm compacted thick of bituminious concrete including the cost of materials (the cost of municipality/ Corporation Plastic Waste obtained by the contractor from the Municipality/ Corporation will be Recovered) and conveyance of all materials to CMP site, heating the bitumen and aggregates to the required temperature and mixing the minimum required Temperature in central hot mix plant 20-30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 80-100 KN Vibratory Roller/ Pneumatic roller to the required density etc. including labour for loading bitumen in to bitumen tank and metal to feeder unit labour for attending to paver site etc. including hire charges and fuel charges for 20-30t CMP with bitumen boiler,tipper trucks, Paver finisher/9m Paver finisher,Vibratory/Pneumatic rillers and all other tools and plantsrequired, including all other incidental charges etc. complete as per specification using CMP clauses 507 of MORTH REV-5 specifications.

Providing and laying of Hot applied thermo plastic compound 2.5mm thick including reflectorising Glass beads at 250GMS per sqmm area thickness of 2.5mm exclusive of surface Glass beads as per IRC 35. the Finish surface to be level uniform and free form streaks and holes

Providing steel centering for sides and soffits including supports and strutting upto 1:10/1:20 up to 3.29m height for plain surfaces such as RCC slabs, rectangular beams, Tee beams, bed blocks, Culvert body walls, deck slabs, retaining walls, staircase, Landing slab, landing beams, canopy etc., with all cross bracings using mild steel sheets of size 90mm x60mmx10gauge stiffened into welded mild steel angles of size 25mmx6mm for boarding laid over silver oak (Country wood) joists of size 10cmx 6.5cm spaced at 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 15cm c/c including cost of nails, ropes, all labour charges and incidental charges etc. complete complying with standard specification.(TNBP Spl. No.154 A)

Laying Plain cement concrete 1:2:4 (One cement,two sand and four aggregates) using 20mm ISS Hard broken granite stone jelly for plain cement concrete works excluding cost of shuttering, and centering including all labour charges and incidental charges for cost and conveyance of all materials to work site, mixing and laying concrete finishing the surface nearly rough, compacting using vibrators, curing etc, complete complying with standard specification.(TNBP No.28)

Supplying and laying Rubberised interlocking Paver block M40 grade 83mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with stone dust cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, stone dust cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,.

M. Vettivelan

S. THIYAGARAJAN

MANIKANDAN