TURIP 2024-25 Scheme in Kilpennathur Town Panchayat

Amount

Earth work open excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. complying with std. specifications.SS20B

Construction of Granular Sub-base by providing close graded Material, Mixing in a machanical plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to acheive the desired density, Complete as per clause 401.

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam to a required thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5

Providing and laying Prime Coat over WBM/WMM surface using 7Kg 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 Rev-5

Providing and laying Tack Coat over WBM/WMM surface (treatedwithprimer) using 2.50Kg 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 53.20 Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite,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 labou 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 a sper 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 45.27 kgs of VG30 / VG40 bitumen and 5.03 kg of plastic 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 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 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, tippertrucks, Paver Finisher/9m paver 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

Road Marking with Hot Applied Thermo Plastic Compound with Reflectorising Glass Beads on Bituminious Surface Providing and Laying of Hot Applied thermoplastic Compund 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area thickness of 2.5 mm exclusive of surface applied glass beads As Per IRC : 35 The finished surface to be level uniform and free from streaks and holes Including all Charges etc..., complete.

Collection, supply and filling of Well gravel from approved quarry to work site and stocking to the Departmental gauge for premeasurement as directed by the Departmental Engineer, to required depth not more than 15 cm depth including cost and Conveyance of all labour charges etc., Complete.

Earth work excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, ordinary earth, earth mix with 50% fair sized boulders etc., with initial lead and lifts including laying, spreading, leveling, sectioning breaking clods etc., including all incidental charges etc., complete as per standard specification . for Foundations SS 20B TNDSS NO. 23 &24 V, VI (S2) VI 9

Plain Cement concrete 1:4:8 (one part of cement four part of M sand and eight part of aggregate) using 40mm gauge hard broken granite jelly for foundation including cost and conveyance of all materials including labour charges for mixing laying curing watering etc.

Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists (country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2. for the following items. (RCC floor slab, roof slab, Rectangular / square, Tee / Ell beams, Lintels, Staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ) SS86A V, VI VII (s6) 7,3.

As PWD Norms below 1.00 Height

As PWD Norms above 1.00 Height

Plain cement concrete 1:2:4 (one cement Two sand Four course aggregate) using 20mm HBG metal from approved quarry. Including cost and conveyance of all materials and labour charges etc. complete as per standard specification.

Supply and fabrication of steel including cost and conveyance and loading unloading charges etc. complete as per Standard specification.

Reinforced Cement Concrete M20 Cuverse with G:2000 Mix (one part cement, one and half part sand and three part of aggregate) using 20 mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc. Complete with std. Specifications.