Name of Work:Construction of Septic tank and Soak Pit for Building A New Market Complex at Porvorim
Sl. No.
Item Description
1
Earthwork in exacavation by mechanical means (hydraulic excavator) /manual means in foundation pipeline trenches drain (not exceeding 1.5m in width 0r 10 sq.m on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus eacavated soil as directed within 50mb)All types of ordinary rock including all types of laterite rock, blasting prohibited
2
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
3
Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing a) All works upto plinth level
4
Laterite masonry in neatly dressed stones for 23 cms thick masonary walls in cement mortar 1:4 (1 cement :4 coarse sand) in foundation upto plinth level
5
12 mm thick cement plaster 1:4 (1 cement:4 fine sand)
6
Net cement punning
7
Centering & shuttering including struting,propping & removal of forms for sloping or battering surface (slabs,beams , louvers etc) including folded plates i) where inclination to the horizontal does not exceed 30 degrees requiring shuttering on the underside only
8
Reinforced cement concrete works 1:11/2:3 (1 cement : 11/2 coarse sand : 3 granitic or basaltic stone aggregate 20mm nominal size excluding plastering and cost of centering,shuttering & reinforcement, in sloping or battering surface (slab,beams, louvers etc) i) where inclination to the horizontal does not exceed 30 degrees requiring shuttering on the underside only
9
Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) )(Confirming to IS 1786 of 1986)for RCC work (conforming to I.S. 1786 of 1986) including straightening,bending, binding & placing in position at any level in all the floorsalongwith the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. Minimum Grade of Steel - Fe 500Rest all as per Volume II specifications
10
Constructing brick masonry manhole orinspection chamber with second class bricks in cement mortar 1:5 (1 cement :5 fine sand) R.C.C. top slab with 1:2:4 mix (1 cement: 2 coarse sand ;4 graded stone aggregate 20mm nominal sizefoundation concrete 1:2:4 mix (1 cement ;2 coarse sand :4 graded stone agrregate 40mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cemetn andmaking channels in cement concrete 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) neatly finished complete asper standard design. a) Inside size 90 x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455 x610mm internal dimensions total weight of cover ad frame to be not less than 38 kg. (weight of cover 23 kg. )
11
Providing and fixing chlorinated polyvinylchloride (CPVC) pipes confirming to IS: 15778 having thermal stability for hot and cold water supply includng all CPVC plain and brass threaded fittings CPVC solvent cement, trenching, refilling and testing of joints complete as per firectionof the Engineer in charge.(External work (heavy duty SDR 11 pipe) f) 50 mm nominal outer dia pipes.
12
Providing & fixing sand cast iorn spun soil, waste and vent pipes. B) 75mm dia
We takes all possible care for accurate & authentic tender information, however Users
are requested to refer Original source of Tender Notice / Tender Document published by
Tender Issuing Agency before taking any call regarding this tender.
