REPAIR CLEANING OF SEWAGE LINES MANHOLE SEPTIC TANKS AND CERTAIN MISC BR WKS DRAINS COMPOUND BOUNDARY WALLS ETC AT TRG BN I CIW AND HRDC IN BEG AND CENTRE UNDER AGE BR II C KIRKEE IN GE C KIRKEE

Amount

Demolition and breaking up drain pipes ( salt glazed ware AC/RCC) drain pipes set in cement mortar, dia of pipe 100mm.

All as per item No. 1 here-in-before but dia of pipe 150mm.

All as per item No. 1 here-in-before but dia of pipe 200mm.

Cleaning of existing septic tank of 500 users capacity by removing water, sludge, stones, solid particles etc. complete from the septic tank and removing the same from the campus and burried as directed by Engineer-in-Charge.

All as specified in item No 04 above but septic tank for 1000 users.

All as specified in item No 04 above but septic tank for 200 users.

All as specified in item No 04 above but septic tank for 100 users.

All as specified in item No 04 above but filter bed for 500 users.

Excavating in trenches n. exc. 1.5 m wide and n. exc. 1.5 m in depth; for foundation etc or for manholes, laying pipes etc and getting out in hard / dense soil.

Demolition of cement concrete unreinforced in ground floors and pavings n. exc. 15cm thickness (below or above ground level)

Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.

Demolition of precast concrete block walling built in cement mortar as in manhole including PCC coping.

Demolition of reinforced cement concrete manhole covers n. exc. 15cm thickness below or above ground level.

Taking down cement plaster from brick or block masonry walls including raking out joints, hacking for key, scrubbing down with water etc.

M&L for rendering 15 mm thick on fair faces of concrete surfaces in CM 1:6 finished even and smooth without using extra cement all as specified and as directed by Engineer-in-Charge.

M&L for cement concrete 1:4:8 type D-2 using 40 mm graded coarse aggregate in bed to drain pipes of 100 mm bore including forming cradles complete.

All as per item No. 16 here-in-before but for drain pipes of 150 mm bore including forming cradles complete.

All as per item No. 16 here-in-before but for drain pipes of 200 mm bore including forming cradles complete.

M&L cement concrete (1:4:8) type D - 2 using 40 mm graded coarse aggregate in foundations filling & mass concrete complete all as specified.

M&L for reinforced concrete pipes, 100 mm bore, Class NP-2, laid and jointed complete with collars.

M&L for reinforced concrete pipes, 150 mm bore, Class NP-2, laid and jointed complete with collars.

M&L for reinforced concrete pipes, 200 mm bore, Class NP-2, laid and jointed complete with collars.

M&L for precast cement concrete block masonry exceeding 10 cms in width built in cement mortar 1:6 of Gde C-5 complete all as specified.

All as per Item No 23 above but except blocks.(Serviceable blocks shall used from Item No.12 above)

M&L for PCC 1:2:4 Type B-2 using 40 mm graded coarse aggregate in surface channels and drains all as specified and as directed.

M&L for PCC 1:3:6 Type C-1 using 20 mm graded coarse aggregate in coping including necessary formwork complete all as specified and directed.

M&L for rendering 12 mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement mixed with WPC @ 3% by wt of cement complete all as specified and directed including M&L for three coats of white wash on newly plastered surfaces.(Note : WPC shall be measured and paid separately)

M&L rendering 15mm thick in CM (1:4) on fair faces of brick work or concrete surfaces and finishing the surfaces even and smooth without using extra cement complete all as specified and directed.

Supply only integral water proofing compound.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and directed.

All as per item No 30 above but for 57 cms inner girth of drain/ channel.

All as per item No 30 above but for 74 cms inner girth of drain/ channel.

Returning, filling in hard / dense soil spreading, levelling, watering and well ramming in layers n. exc. 25 cm.

Removing excavated soil n. exc. 50m and depositing where directed at a level n. exc. 1.5 m above the starting point.

M&L for precast cement concrete 1:2:4 type B-1 (using 20 mm graded coarse aggregate) in cover slab set in CM 1:6 complete all as specified and directed.

M&L for mild steel TMT bars 6 mm to 8 mm dia, cut to length, bend to shape required, including cranking, bending and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed.

M & L for day to day cleaning of chocked up sewage lines and manholes, gully traps, floor traps, WCs or waste pipes by rodding or by any means, taking out sludges, mud or any foreign materials appeared due to daily uses and causing closing or chocking. Day-to-day complaints of chocked up manholes, sewage lines etc. Pertaining to TB-I OTM Accn and MD Accn are to be received daily from the complaint cell situated in the premises of office of the AGE B/R-II (C) Kirkee and entire complaints are to be attended for cleaning on the same day. Minimum number of labourers with specialised experience will not be less than 02 Nos safaiwals from 0830 hrs to 1700 hrs, even on Sunday and holidays to attend emergency complaints. No extra payment shall be admitted for working on Sundays/holidays. If the contractor will not able to provide the man power, the recovery of Rs. 350/- per person per day will be deducted.

Demolition/ Dismantling of precast interlocking tiles/ paver blocks of description thickness & size complete all as specified.

M&L for 50 mm thick sand filling under floors or foundations including watering and consolidation complete all as specified and directed.

M&L for 75 mm thick PCC 1:4:8 type D2 in sub base complete all as specified and directed.

M&L for providing 60 mm thick machine pressed precast concrete interlocking paver blocks of any shape and size conforming to IS-15658-2006,with grey cement and pigment,rubber moulded tiles M-35 Grade,as in floors, paving, path etc. complete laid over and including 15 mm thick cement mortar (1:6) screed bed layer complete all as specified and as directed.

M&L for preparation of newly plastered surfaces of walls etc and evenly applying two coats of cement base paint over a coat of alkali resistant primer complete all as specified and directed.

S.R.M.K Enterprises

Shri Sant Cosntruction

MANIYA CONSTRUCTION CO.