CLEANING AND REPAIR OF SEWASGE LINE SEPTIC TANK MANHOLES ETC AT MH AND RH AREA UNDER GE MH AND RH KIRKEE

Amount

M&L for Cleaning of all blockage of any type of trap, water closet, soil waste/ vent pipe, gully traps upto first manhole by removing all chocked and removing the same to a distance exceeding 100m and not exceeding200m and making good the disturbed surfaces as per existing where required all as specified and directed

M&L for Cleaning of all blockage of any type of sewage line i.e. branch sewer line, main sewer line etc, manholes/ septic tank of any section and depth, any situation by way of cleaning/ de-sludging manholes by using any types of manually, mechanically or by way of any other suitable means and equipment including foreign materials as well as rodding of sewer lines and between successive manholes from blocked manholes where required and ordered by Engg-In-Charge and keeping the sewage line functional (working in foul condition with taking precautionary measures) all as specified and directed

Excavation in trenches n exc 1.50m wide and 1.50m depth for foundation, man hole etc and getting out in hard/dense soil.

Returning, filling in including spreading leveling watering well ramming in layers n;exc 25cm thick with soil obtained from excavation

Removing excavated material exc. 250 m but n.exc. 500m and depositing where directed

Demolition of cement concrete (unreinforcement) in ground floor and paving n exc 15cm thickness (below and above ground level) of any description and in any position, all as specified and directed.

Demolition of precast RCC as in cover slabs etc all as specified and directed.

Demolition and breaking up drain pipes of 150 mm bore RCC/SGSW set in cement mortar and of taking out from trenches etc all as specified and directed.

All as per item No. 08 above but 200mm dia all as specified and directed.

M&L for PCC 1:4:8 type D-2 (40 mm gde agg) as in concrete bed to drain pipes including packing under and haunching against sides of pipes with concrete after they are laid and bedded dia of pipe 150 mm all as specified.

All as per item No. 10 above but dia of pipe is 200mm, all as specified and directed.

S&F of Reinforced concrete pipes of 150mm dia, class NP-2, laid and jointed complete with collars all as specified.

S&F of Reinforced concrete pipes of 200mm dia, class NP-2, laid and jointed complete with collars all as specified.

M&L cutting to existing manholes for removing branch drain, making good to walling and rendering, cutting out branch channel, and making good benchings internal dia of pipe 150mm all as specified and directed.

M&L for Cement concrete type B2 1:2:4 (40mm graded stone aggregate) in surface channels and drains all as specified

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, meatred/stopped ends etc. all as specified

M & L for Pre-cast RCC 1:2:4 mix, type B1 Using (20mm graded aggregad )as in cover slabs including necessary formwork set in CM 1:6 all as specified and directed. Note :Reinforcement shall be measured and paid separately .

M&L TMT 10mm and over bars cut to length, bent to shape required including cranking, bending, hooking ends, and binding with mild steel wire not less than 0.9 mm dia confirming to Fe 410-0 or Fe 410-S all as specified and directed

Demolition of brick/PCC solid block masonry built in cement mortar/cement lime mortar all as directed by Engr-in- Charge.

M&L for PCC 1:4:8 Type D-2 (40mm graded agg) as in foundation etc all as specified and directed by Engr-in-Charge.

M & L Pre-cast cement concrete type C1 1:3:6 block masonry with solid blocks, exc. 10 cm in width and setting in mortar 1:4, complete all as specified

M&L for PCC 1:3:6 type C-1 (20mm grade aggregated) as in coping including necessary formwork all as specified & directed by Engineer in charge.

M&L for Rendering 15mm thick, on fair faces on stone masonry surfaces or surfaces walls in CM 1:4 all as specified and directed by Engr-in-charge.

M&L for rendering 15mm thick in CM 1:4 on block walling/concrete surfaces including WPC all as specified Note : WPC shall be paid separately

Supply only integral water proofing compound

S&F of PVC (SWR) pipes of 75mm dia single socketed, in any length with rubber ring joints, laid in trenches or in floors/ wall all as specified

S&F of PVC (SWR) pipes of 110mm dia single socketed, in any length with rubber ring joints, laid in trenches or in floors/ wall all as specified

S&F of PVC (SWR) bend of 75mm radius all as specified

S&F of PVC (SWR) bend of 110mm radius all as specified

S&F of 75mm dia PVC (SWR) branch piece, single (single Y) equal or unequal

S&F of 110mm dia PVC (SWR) branch piece, single (single Y) equal or unequal all as specified

Mechanically pumping out sewage water from sump well where required and as directed with taking precautionary measures including tools and plants as required and removing to a distances exc 50m but not exceeding 100m from the site (working in foul condition) complete all as specified and directed

Cleaning and de-sludging of existing septic tank/ deep manholes upto 3mtr deep including taking out sludge in any form alongwith all other foreign materials by mechanical equipment or manually or by way of any other suitable means including removal of sludge and other foreign materials out side the MD land by any means complete (working in foul condition ) all as specified & directed (Note:- Quantity of sludge will be measured for payment purpose only. Dewatering of sewage / waste water from septic tank/ deep manhole and removal of same to a distance n. exc 50 mtr shall be done by means and cost of the same shall be deemed to be included in this term and nothing extra shall be admissible on this account).

L.K.R.TIWARI CONSTRUCTION

s.k.engineers

S.R.M.K Enterprises

ANJALI CONSTRUCTIONS

MAHESH DADAJI BACHHAV

C J Enterprises

A S Shingote

Shri Sant Cosntruction