REPAIR MAINT TO SEWAGE LINES MANHOLE SEPTIC TANK AREA DRAINAGE AND PAVED AREA IN ZONE A AREA OF AGE BR I CENTRAL UNDER GE C KIRKEE

Amount

M & L for cleaning of all blockage of sewerage of any type sewerage line, branch line, main sewer line etc of any section and that any situation by way of cleaning/ desludging by using manually / mechanically or pumping out sewage from block man hole where required and directed by Engr-in-Charge and keeping the sewer line functional. Cleaning the trap, WC, soil waste, vent pipe, gully traps upto final drop outlet, inlet of septic tank, working in foul condition with taking precautionary measures, eqpts and required power / cable all as spd for the working condition as directed. Note : The contractor shall provide 03 Nos safaiwala with adequate equipment for said work as above to AGE B/R-I, GE (C) Kirkee from 0830 hrs to 1700hrs ; even on Sundays and holidays to attent 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 500/-per person per day will be deducted.

Demolition and breaking up drain pipes (SGSW/ AC/RCC) including haunching and benching set in cement mortar for 150mm to 200mm dia pipe, and removal of debris from site and deposited where directed at a distance not exc 1KM from site complete all as specified and as directed.

M & L for 150 mm dia (internal dia) RCC hume pipe class NP -2 laid and jointed complete with collars complete laid in trenches and tested complete all as specified and as directed.

M & L for 200 mm dia (internal dia) RCC hume pipe class NP -2 laid and jointed complete with collars complete laid in trenches and tested complete all as specified and as directed.

M & L for 250 mm dia (internal dia) RCC hume pipe class NP -2 laid and jointed complete with collars complete laid in trenches and tested complete all as specified and as directed.

M & L for 300 mm dia (internal dia) RCC hume pipe class NP -2 laid and jointed complete with collars complete laid in trenches and tested complete all as specified and as directed.

M& L for PCC 1:3:6 type C2 using 40 mm grade stone aggregate as in bed to drain pipe 150 mm bore including forming cradles complte all as specified and directed.

M& L for PCC 1:3:6 type C2 using 40 mm grade stone aggregate as in bed to drain pipe 200 mm bore including forming cradles complte all as specified and directed.

M& L for PCC 1:3:6 type C2 using 40 mm grade stone aggregate as in bed to drain pipe 250 to 300 mm bore including forming cradles complete all as specified and directed.

M&L for pre cast cement concrete solid block masonry with solid block of the grade C-1, (1:3:6) using 20mm graded agg set in CM (1:6) complete including demolition of existing brick/block/stone masonary of any type and in any position complete all as specified and directed.

M & L for brick work with Cement Mortar 1:6, using sub class 'B' bricks, old size, straight or curved on plan exceeding 6 m mean radius including demolition of existing brick/block/stone masonary of any type and in any position complete all as specified and directed.

M& L for rendering 15 mm thick in CM (1:4) on fair faces of brick work /block masonary work/ concrete surfaces finished fair and even complete all as specified and direcetd.

M&L for PCC (1:4:8) Type D2 (using 40 mm graded stone aggregate ) in foundation filling and mass concrete complete all as directed.

Excavation in trenches not exc. 1.50 m wide and not exc 1.50 mtr depth for foundation etc or for manhole / laying of pipe and getting out in soft/loose soil complete.

Excavation in trenches not exc.1.50 m wide and not exc 1.50 mtr depth for foundation etc or for manhole / laying of pipe and getting out in Hard/Dense soil complete.

Excavation in trenches not exc.1.50 m wide, exc 1.50 mtr in depth and not exc 3.00m in depth for foundation etc or for manhole / laying of pipe and getting out in Hard/Dense soil complete.

Returning filling in including spreading, levelling watering and well ramming in layers n exc 25 cm thick (soil) complete all as specified and as directed.

Removing excavated material to a distance n exc. 50 mtr and depositing where directed at alevel n exc.1.50 meter above starting point complete all as specified and as directed.

M&L for On site Hume Pipe septic tank designed to carry sewage and sullage water, excavation in any type of soil or hard rock, PCC 1:4:8 below foundation, Vent shaft, connection etc., complete for 10 users (drg No CEPZ/91/TD/47M SHEET 1/1 DATED 10-04-2003) including demolition of existing septic tank any type.

M&L for PCC (1:2:4) Type B-1 using 20 mm graded stone aggregate as in coping including necessary form work and finished even and smooth without using extra cement including demolition of existing coping of any type and position complete all as specified and directed.

M & L for precast reinforced cement concrete (1:2:4) type B1 using 20 mm graded stone aggregate as in manhole covers ,septic tank slab, drain cover etc set in CM 1:6 including demolition of existing RCC manhole covers including RCC slab set in cement mortar complete all as specified and directed.

M & L for mild steel TMT bar 10mm dia and over cut to length, bent to shape required including cranking bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips.

Cleaning of existing septic tank of 500 users capacity by removing water, sludge, stones, solid particles etc complete and disposing the same outside from the campus and burried all as directed.

Cleaning of existing septic tank of 50 to 100 users capacity by removing water, sludge, stones, solid particles etc complete and disposing the same from the campus and burried all as directed.

Cleaning of existing septic tank of 10 to 25 users capacity by removing water, sludge, stones, solid particles etc complete and disposing the same from the campus and burried all as directed.

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

M & L for 75mm thick Cement concrete 1:4:8 Type D-2 (using 40mm graded agg) as in sub base of interlocking or chequered tiles complete all as specified and directed.

M & L for 75 mm thick cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate) as in plinth protection and paths laid in alternate bays & surfaces finished even and smooth without using extra cement complete all as specified and directed.

M & L for Machine pressed precast cement conctete interlocking paver block rubber moulded glossy finished any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment with and including 50mm thick sand cushion including dismantling of existing Interlocking tiles of any type/size and in any position complete all as specified.

M&L for coloured glossy finish chequered cement concrete tiles of size 30 cm x 30 cm x25 mm thick with grey cement and pigments, set jointed and pointed in neat cement slurry in floors over & including 15mm thick screed bed in CM 1:6 complete all as specified and directed.

M&L for Cement concrete 1:3:6 type C-1, using 40 mm graded crushed stone aggregates as in surface channel and drains, complete all as specified.

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

S & F 110mm dia PVC (SWR) pipes single socketed in any length with rubber rings joints fixed to walls or laid in floors as sanitary fittings, rain water pipes etc in any position including taking down sanitary pipes, eaves gutters and rainwater pipes (any size or pattern), in any type and position including all fittings, heads, shoes, bends, swan-necks, branch pieces, couplers, reducers, vent cowl, stack clamps etc. complete all as specified and directed.

All as per item No 33 above but 75mm dia PVC (SWR) pipe.

S&F in repairs 110mm bore dia PVC (SWR) bend with access door of any radius complete.

S&F in repairs 75mm bore dia PVC (SWR) bend with access door of any radius complete.

S&F in repair 110mm bore dia PVC (SWR) branch piece (Double Y) equal or unequal with access door complete all as specified and directed.

S&F in repair 110mm bore dia PVC (SWR) junction single, (Single T) equal or unequal with access door complete all as specified and directed.

Shri Sant Cosntruction

MAHESH DADAJI BACHHAV

V.R.PRAJAPATI AND CO.

C J Enterprises

S.R.M.K Enterprises

AMBAJI CORPORATION

MANIYA CONSTRUCTION CO.

greenstone construction

M/S JAYCONSTRUCTION CO