Infrastructure and Amenities Fund 2024 2025 Melachokkanathapuram Town Panchayat Construction of Slab Culvert and Retaining wall along with River Training at Bodi Thevaram Salai Mangalacombai Valukkuparai in Melachokkanathapuram Town Panchayat

Amount

Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per MORTH specification for foundation of Slab Culvert.

Vibrated Cement Concrete M15 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete standard specification foundation of ABUTMENTS, WINGS FOR CULVERT and Base Concrete.

Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86. Below sill

Above sill

Vibrated Cement Concrete M15 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete standard specification 111, 112,1000,1500,1700,2200 & 900 for Side wall concrete.

Vibrated Cement Congrete M20 grade using 40mm ISS HBG metal including cost and conveyance of all material to site, including cost labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for ABUTMENTS, WINGS BELOW SILL LEVEL FOR CULVERT.

Vibrated Cement Concrete M20 grade using 40mm ISS HBG metal including cost and conveyance of all material to site, including cost labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for ABUTMENTS, WINGS ABOVE SILL LEVEL.FOR CULVERT.

Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abument and wing.Retaining wall including cost and conveyance of all materials towork site,cost and labour for semispherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification.

Supply and fabrication of Steel Grade Fe 500 required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars staightening, cutting, bending, tying,grills,hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire,provision of spacer bars,cover blocks and all other incidental charges etc., complete as per standard specification.

Vibrated Reinforced Cement Concrete M30 grade using ISS size HBC graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges compacting, finishing and curing,including all incidental charges etc., complete for BED BLOCK CUM DIRT WALL OVER ABUTMENT.

Proceeding and fixing Kraft Paper for full width of seating of deck slab including cost and conveyance to work site labour for fixing the same in correct position and all other incidential charges.

Providing and fixing of Bitumen pad between Dirt wall and Deck slab.

Vibrated Reinforced Cement Concrete M30 using crushed ISS, hard broken granite graded metal of 20mm and below including cost and conveyance of all material of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for fromwork and centering labour charges for laying, compacting curing, including all incidental charges etc.,complete for DECK SLAB.

Stone dust FILLING BEHIND THE ABUTMENT AND WINGS including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete.

Vibrated cement concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site and cement at site Including labour charges for mixing concrete, laying virbrating hire charges for tools and plants, compacting curing with all leads for soft water, including all incidental charges form work, cost of premoulded expansion joints and fixing the same in position etc.,complete for Wearing Coat of 75mm uniform thickness over deck slab.

Providing and fixing of GI Drainage Spouts of 100mm dia as per G.O.I Drawing No. SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements and 100mm dia drainage spouts projecting atleast 300mm beyond the bottom of deck slab including cost and conveyance of all materials to site and fixing them in position as directed by the deparmental officers etc complete.

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam (Table 400-13)specification including premixing the Material with water at OMC in mechanical mix plant carriage of 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 achieve the desired density, Complete as per clause 406 of MORTH Specification 111,112,406,900.

Providing and laying Prime Coat over WMM surface using 7 Kg of Bitumen Emulsion (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 Rev-5.

Providing and laying Tack Coat over WMM surface using 2.50 Kg of Bitumen Emulsion (RS1) 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 503 of MORTH Rev-5.

Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm,0.25cum of 13.20-2.36mm and 0.23cum 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 work site, 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 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30 kgs of VG30( 60/70) 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 them in required temperature in central hot mix plant 20-30t on capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory/Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9mpaver finisher, Vibratory/Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5.

M. Kalaimani (BID ID -1291891)