REPAIRS REPLACEMENT OF SEWAGE LINES MANHOLES SEPTIC TANKS SOAK WELLS ETC AT AUNDH MIL STN UNDER GE MH AND RH KHADKI

Amount

Cleaning and clearing of bore underground Main sewage line/Branch sewer line from any type of trap including (WCs /Gully trap /floor trap/CI pipes /nahani Trap/Bathrooms) to 1st manhole including trap & manhole of any depth by taking off manhole covers and re-fixing the same after cleaning of any descripton , underground and any depth by removing any type of blockage including de-silting and de-chocking sludge/sludge water shall be disposed off by using mechanically or pumping out sewage from block manholes where authorised dumping site declared by local adminstration outside MoD land distance exceeding 2Km but n, exc 2.5 Km complete all as specifed and as directed. Note : (i) The contractor shall deploy minimum, B18 experienced 01 safaiwala & 01 helper (Total 02 people) alongwith T & P (i.e Iron seweage line cleaning Rod set -02 Nos, Kassi, Genti, Crow bar, safety hand gloves, safety shoes and other tools for all members on regular basis to attend complaint cell/service centre (Aundh Military Station) of AGE B/R (W) under GE MH & RH Kirkee area daily between 0830 to 0900 hrs as per direction of Engr-in-Charge. (ii) The complaint shall be attended preferably on the same day and complaint slips duly signed by the user will be deposited back with JE (Civil) on the same day. (iii) Working time for all the people employed by the contractor will be from 0900 hrs to 1700hrs in case of any emergency, they can be called at any time beyond specifed time and will be given off at the descretion of Engr-in-Charge. (iv) A penalty of Rs. 629/- per day per person will be levied in case of absence of any of safaiwala or helper. (v) Manpower /employees deployed by contractor shall have safety measures for the job and life insurance policy for compensation in case of any accident. The cost for the same is deemed to be included in the unit quoted rate by the bidder. No extra claim will be entertained by the Department. (vi) The payment towards the subject items shall only be made as per the total number of days, contractor had cleaned and cleared the blockages of sewage line. (vii) Contractor shall maintain a register including details of day of cleaning of sewage line, duly signed by contractor and Engineer-in-Charge or his Rep.

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 chockage and removing the same to a distance exceeding 100m and not exceeding 200m and making good the distrurbed surfaces as per existing where required all per directed by Engr-in-Charge

Cleaning of existing 150mm dia sewage line upto 1.00 m depth from ground level using jute or PVC nylon rope with knot at one end and other end free passed through the line or by rodding & removing all liquid/semi solid /solid sludge etc coming in the next manhole is removed and then the line is cleaned with water complete for effectve functioning all as directed by Engr-in-Charge. Note : Quoted rates shall be include working in foul condition.

All as per Item No 03 above but 150 mm dia bore but depth exc. 1.0 m below ground level complete.

All as per Item No 03 above but 200 mm dia bore but depth upto 1.50m below ground level complete.

All as per Item No 03 above but exc. 200 mm dia bore but n.exc 300 mm dia SWG/RCC line and upto a depth of 2.50 m.

Cleaning of existing manholes of any size upto depth of 1.0 m from top of manholes and removing all semi solid or solid material of any description and cleaning the manholes from inside complete with water etc complete all as directed by Engr-in-Charge Note : Quoted rates shall be include working in foul condition.

All as per item No 07 above but depth of manholes exceeding 1.0m but n exc 2.5 m.

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.

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

Excavation in trenches not exceeding 1.50m wide and 1.50m depth for foundation, etc., for shaft wells, Manholes etc not exceeding 10sqm on plan and not exceeding 1.50m in depth and getting out in soft / loose soil all as specified and directed.

All as per Item No 11 above, but for depth exceeding 1.5m and not exceeding 3.0 m in soft/loose soil.

Returning filling in including spreading leveling watering well ramming in layers not exceeding 25cm thick with soil obtained from excavation all as directed.

Removing excavated surplus soil/rock not exceeding 50m and depositing where directed at a level exceeding 1.5m above the starting point all as directed.

Demolition and breaking up drain pipes of 150 mm bore RCC/SGSW set in cement mortar including removing the debries to a distance n exc 100m, where directed

All as per item No. 15 above but dia of pipe 200mm.

All as per item No 15 Above but dia of pipe 300mm

M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate 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 150mm all as specified and directed

All as per item No 18 above but dia of pipe 200mm.

All as per item No 18 above but dia of pipe 300mm

M&L for 150mm dia RCC drain pipes class NP2 laid in trenches and jointed with in cement mortar all as specified.

All as per item No. 21 above but dia of pipe 200mm.

All as per item No. 21 above but dia of pipe 300mm.

M&L cutting to existing manholes for connecting new drain, making good to pipe and rendering, cutting out existing benchings for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1, using 20mm graded stone aggregate, smooth finished and reforming benching as required for internal dia of pipe 150mm all as directed.

Demolition of Brick/PCC solid block masonry built in cement mortar/cement lime mortar including removing the debries to a distance n exc 50m all as specified and directed.

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

M &L for rendering 15mm thick in Cm 1:4 mixed with water proofing compound as per manufacture's instructions on block walling/ concrete surfaces finished even and smooth without uing extra cement all as directed. Note: Water proofing compound shall be measured and paid separately

Demolition of concrete of any description below or above ground and in any position not otherwise specifically provided for complete all as directed.

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

M&L for PCC1:2:4 type B0 using 12.5mm graded stone aggregate as in coping and benching of manholes etc., finshed smooth including necessary form work complete all as specified and directed.

M&L for PCC 1:4:8 Type D-2 using 40mm graded stone aggregate as in foundation, filling of any type all as specified and directed.

Demolition of reinforced cement concrete of any description as in cover slab etc and similar work including removing the debries to distance not exc 50 m,complete all as directed.

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

M&L TMT bars 6 to 8 mm dia 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 IS, all as specified and directed.

S&F in repairs 75 mm Cast iron floor trap / Nahani trap, with grating including jointing to waste pipe fixed in cement concrete type B1 1:2:4, using 20mm graded stone aggregate complete all as specified and directed.

S & F in repair PVC valveless syphonic action type flushing cistern (low or high level) of 10 litre capacity, white/coloured with inlet ball valve, float, handle including fixing brackets and 32 mm bore PVC flush pipe etc complete all as specified and directed.

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

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

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

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

M&L for cement concrete 75mm thick type C- 2, 1:3:6 (40mm graded aggregate) as in floor and paving etc all as specified.

S & F in repairs vitreous china squatting pan Orissa pattern long pan, size 580 mm x 440mm white with `P' or `S' trap, front or back inlet and foot rests any pattern including connection to trap and to flushing pipe, anti-syphonage pipe etc., including trap set in and including concrete complete including making good to floor.

S&F in repairs vitreous china wash down water closet pan (pedestal pattern), white excluding flushing cistern but including bolts, flush pipe, seat cover and connection to drain (or out going pipe) and to flushing pipe, anti-syphonage pipe etc complete, all as specified and directed.

S&F in repair of vitreous china bowl type urinal flat back size 465 x 355 x 265 mm white with grating and union for discharge including flush pipe, push tap 15mm dia CP suitable for GI pipe threaded complete all as specified and directed.

S&F sewage manhole cover of size 450x900mm thickness 25-30 mm and set the same at the site including removing old from site in any position complete all as specified and directed by Engr-in-Charge.

S&F round sewage manhole cover of size 560-600mm dia thickness 50-60 mm heavy duty and set the same at the site including removing old from site in any position complete all as specified and directed by Engr-in-Charge.

Shri Sant Cosntruction

shree ram enterprises

M/S KISHAN CONSTRUCTION

M/s. Nilesh Baburao Nimse

MAHESH DADAJI BACHHAV

S.R.M.K Enterprises