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| 1 | Earth work excavation for foundation 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.SS 20 BTNDSS No 23& 24VI(S2) VII 9,10 |
| 2 | Cement Concrete 1:4:8 Mix (one part cement, four part sand and Eight part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc. complete. Complying with std. specifications.TNDSS NO28 V, VI(S2) V, VI(S5A) VII |
| 3 | Supplying and erecting centering for sides and soffits including supports and strutting up to 3.29mm height for plane surfaces in all floors with cross bracings using mild steel sheets of size 30cm x 55cm and 10 gauge stiffened welded with mild steel sheets of size 25mm x 25mm x 3mm for boarding and laid over silver oak (country wood). Joists of size 10cm x 6.5 cm dia spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre etc complete complying with standard specification TNDSSNo. 30 &86 a). For PCC Work |
| 4 | Plain Cement Concrete 1:2:4 Mix (one part cement, Two part sand and Four part of aggrigate) using 20mm 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 etc. complete. Complying with std. specifications. TNDSS No.24 |
| 5 | Supply and fixing of ISA equal anglefor truss including cost of Material conveyance of all material, fabrication and fixing charges etc.Completeas per ISI with rust preventive primer & ready to assemble condition for easy installation at site including dismantlingmaking necessary with power drill to the accessories such as supplying and fixing holdfasts, plastic bush inserts receiver runner bottom shock absorbers etc. Complete as Directed by the Departmental Officer. |
| 6 | PlasteringinC.M. 1 : 5(onecement fivesand)to12 mmthickincludingallcostandconveyanceofallmaterials tositeincludingcostofcementwhichwillbepurcharedlocallybythecontractor and conveyanceofthesametotheactualworksiteandcostformworkincludingwatering curingandallleadsofgoodpotablewaterandallother. |
| 7 | Painting thewalls with TwoCoatsWeather sealedExterior emulsion Paint as instructed by the departmrntal officers includingPreparation of surface curing, etc complete in all floorscomplying with standard specification. ( The Colour and shade of the paint shall be got approved by the departmental officers.) |
| 8 | Painting Two coats for new iron work over existing priming coat using departmental approved colour & quality of ready mixed synthetic enamel paint, including cost of all materials, all labore charges, etc., complete. |
| 9 | Providing Galvalume sheet roofing using 6mm thick including all cost of materials at the site and necessary bolt and nots including all labour charges etc. complete as per standard specification. |
| 10 | Rubberised Interlocking Paver Block M40 grade providing and laying of 63mm thick heigh strength type confiriming IS 15658 - 2006 of Rubberised Interlocking Paver Blockin required size of mininmum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flumying bore pattern with approved nin - sticking surface in the top and the rate including levelling the base cushion 150mm thick laying out the pavement cut the pieus to fit edge, vibrating pavers, sweeping transporting leading unloading as per standard specification. |
| 11 | Weathering Course with Concrete Broken Brick (S.I.No.278) & ( P & D) Data 54.Jelly 20mm gauge in pure slaked lime (no sand to be added) over roof slab,the proportion of brick jelly to lime being \"32 to 12.5 well beated with wooden beaters for giving required slope and thickness as directed by the departmental officers etc., complete.-10 cum |
