Name of Work:Providing Paver block road at Buraial ground in Naranammapuram town panchayat.. Estimate Amount - Rs.9,40,000/-
Sl. No.
Item Description
1
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., in all incidental charges etc., complete as per standard specification .
2
PlainCement Concrete 1:4:8 mix (One part of Cement, Four part of Fine Aggregate and Eight part Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNDSSNo.28).
3
Providing formwork for all Rcc works of sides and soffits for plain surfaces of slabs, beams and columns with support and strutting up to 3.60m hight with all cross bracings using mild steel sheetof 90cm*60cm and stiffened with welded mild steel angle of size 25*25*3mm for boarding laid over silver oak joists of size 10cm to 6.50cmspaced at 90cm c\c and supported bycasurina props of 10cm to 13cm dia spaced at 75cm c/c complying with standards specification. for Drain
4
Plain Cement Concrete 1:2:4 Mix (one Part of cement, two Part of M- Sand and four Part ofaggrigate) using 20 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 as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications
5
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 100mm 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
6
Supplying and laying interlock paver of approved make as perat land surface using M40 grade concrete blocks its minimum thickness of 80 mm and providing minimum 150 mm thick stone Dust cushion below the pavers as sub basestone Dust filling between the Pavers and compaction by hydrualic compresive machine same asfor Powers and capacity the same as directed by the departmental officers etc,complete as per standard specifications
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