Construction of Waiting Shed and Improvements of Road at Vadakku Ponnampatti AD Colony Burial Ground in Mirattunilai Panchayat

Amount

Construction of Waiting Shed and Improvements of Road at Vadakku Ponnampatti AD Colony Burial Ground in Mirattunilai Panchayat

Clearing the light jungle uproofing including all cutting charges and clearing etc., complete

Earth work excavation and depositing on bank with initial lead and lift in cll clauses of soils such as as per S.S.20B for narrow foundation etc. complete.

Refilling the Basement with Excavated Earth including all cost and conveyance of all materials to worksite and all labour charges etc., complete

Filling with M.Sand including cost and conveyance of sand to work site including all labour charges for filling etc complete

Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges etc., complete.

R.C.C. 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges etc., complete.

Centering for sides and soffixs of all RCC works including cost and conveyance of all materials to site and all labour charges etc., complete for

Below Sill Level

Above Sill Level

Supply and fabrication of steel including cost and conveyance of all materials to site and labour charges etc., complete

Brick work with Cement Mortar 1:5 Mix using Country Bricks including cost and conveyance of all materials to site and all labour charges etc., complete.

Ceiling plastering with cement mortor 1:3 mix to 10mm thickness including cost and conveyance of all materials to site and all labour charges etc. complete.

Plastering in CM 1:5 mix using 12mm thick including all cost and other labour charges etc., complete

Roof Top of Pressed Tiles including cost and conveyance cost of al materials to work site and labour charges and finishing with one layer of pressed tiles of size 20 cm x 20 cm x 20mm embadded in cement morter 1:3 mix with water profing course and pointed with same mixed morter to full depth of tiles etc., complete.

C.C. 1:2:4-using 20mm ISS HBGS metal including cost and conveyance of materials and labour charges etc. complete

Emulsion Painting including cost of lime blue powder, fevicol type gums, brushes, scaffolding charges etc., complete

Supply and fixing of Bituminous Tar Pad 12mm thick every 5m for expansion joint

Approach Road

Earth work excavation and depositing on bank within initial lead of 10metre & initial lift of 2metre in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS 20.A

Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method)

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.

Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.

Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 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.

Providing and layiing pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately Seal coat type "A" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete

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

Arivazhagan