REPAIR / CLEANING OF SEWAGE LINE, SEPTIC TANK MANHOLE AND CONNECTED ITEMS FOR ZONE C AND D AREA UNDER AGE B/R-I AT GE JHANSI

Amount

Demolition of brick/stone masonary built in cement mortar incl all quoins arches pillars etc complete all as specified and directed.

M&L for brick work with sub-class B bricks straight or curved on plan exc 6 Mtr mean radius built in CM (1:6) complete all as specified and directed

M&L for Brickwork with sub class, old size bricks in one brick thick honey-comb walling, built in CM 1:4 complete all as specified and directed

M&L PCC 1:4:8 type D-2 ( with using 40mm graded stone aggregate) in foundation filling and mass concrete, complete all as specified and directed

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

M&L 15mm thick Rendering on fair faces of brick work surfaces in CM 1:6 finished the surfaces even and smooth without using extra cement complete all as specified and directed.

Material and Labour for preparation newly plastered surface of wall and applying two coats of cement base paint over a coat of primer complete all as specified and directed.

Excavating in trenches not exc 1.5m wide & not exc 1.5m depth for foundation etc or for shafts, wells, cesspits, manholes etc and getting out Hard/dense soil complete all as specified and directed.

Excavating in trenches not exc 1.5m wide & exc 1.5m but not exc 3.0m depth for foundation etc or for shafts, wells, cesspits, manholes etc and getting out Hard/dense soil complete all as specified and directed.

Excavating over areas, not exc 1.5 m deep and getting out hard dense soil complete all as specified and directed.

Excavating over areas, exc 1.5m and not exc 3.0m deep and getting out hard dense soil complete all as specified and directed.

Excavating over areas, exc 3.0 m and not exc 4.5m deep and getting out hard dense soil complete all as specified and directed.

Returning / filling in incl spreading, levelling, watering and well ramming in layers not exc 25 cm thick of Hard/dense soil complete all as specified and directed.

Removing excavated material not exc 50 m and depositing where directed at a level not exc 1.5 m complete all as specified and directed.

Demolition and breaking of drains pipe (Salt glazed stone were, AC or re-inforced concrete) set in cement mortar 100 mm internal dia pipe complete all as specified and directed.

Demolition and breaking of drains pipe (Salt glazed stone were, AC or re-inforced concrete) set in cement mortar 150 mm internal dia pipe complete all as specified and directed.

Demolition and breaking of drains pipe (Salt glazed stone were, AC or re-inforced concrete) set in cement mortar 200 mm internal dia pipe complete all as specified and directed.

M&L 100mm salt glazed stone ware (SGSW) pipes spogot and socketed laid and jointed with skeins of spun soaked in neat cement shall be inserted in the grooves at the ends of the pipes, the two adjoining pipes put against each other shall be the joint covering equally both the pipes, more skiens of spun yarn soaked in cement wash shall be inserted in the joints by means of caulking tools after that cement mortar 1:1 slightly moistened shall be inserted in the joints finished in 45 degree slope complete all as specified and directed Note:- After curing 7 days to the joints the sewage pipe shall be tested as per procedure laid down for water and smoke test.

M&L 100mm reinforced concrete pipes, class NP3, laid and jointed with skeins of spun soaked in neat cement wash shall be inserted in the grooves at the ends of the pipes, the two adjoining pipes put against each other the collar is slipped over the joint covering equally both the pipes, more skiens of spun yarn soaked in cement wash shall be passed round the pipes and inserted in the joints by means of caulking tools after that cement mortar 1:2 slightly moistened shall be inserted in the joints finished in 45 degree slope complete all as specified and directed Note:- After curing 7 days to the joints the sewage pipe shall be tested as per procedure laid down for water and smoke test.

M&L 150mm reinforced concrete pipes, class NP3, laid and jointed with skeins of spun soaked in neat cement wash shall be inserted in the grooves at the ends of the pipes, the two adjoining pipes put against each other the collar is slipped over the joint covering equally both the pipes, more skiens of spun yarn soaked in cement wash shall be passed round the pipes and inserted in the joints by means of caulking tools after that cement mortar 1:2 slightly moistened shall be inserted in the joints finished in 45 degree slope complete all as specified and directed Note:- After curing 7 days to the joints the sewage pipe shall be tested as per procedure laid down for water and smoke test.

M&L 200mm reinforced concrete pipes, class NP2, laid and jointed with skeins of spun soaked in neat cement wash shall be inserted in the grooves at the ends of the pipes, the two adjoining pipes put against each other the collar is slipped over the joint covering equally both the pipes, more skiens of spun yarn soaked in cement wash shall be passed round the pipes and inserted in the joints by means of caulking tools after that cement mortar 1:2 slightly moistened shall be inserted in the joints finished in 45 degree slope complete all as specified and directed Note:- After curing 7 days to the joints the sewage pipe shall be tested as per procedure laid down for water and smoke test.

M&L concrete bed to drain pipe for 100 mm dia pipes in PCC 1:3:6 type C2 using 40 mm graded stone aggregate incl packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed

M&L concrete bed to drain pipe for 150 mm dia pipes in PCC 1:3:6 type C2 using 40 mm graded stone aggregate incl packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed

M&L concrete bed to drain pipe for 200 mm dia pipes in PCC 1:3:6 type C2 using 40 mm graded stone aggregate incl packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed

M & L cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 100 mm internal dia of pipe complete all as specified and directed .

M & L cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 150 mm internal dia of pipe complete all as specified and directed .

M & L cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 200 mm internal dia of pipe complete all as specified and directed .

M & L for puncturing existing SGSW/RCC pipe line of any dia at any places between manholes for cleaning blockage in pipes including necessary excavation, returning filling in and removal of soil and making good punctured area with CM (1:1) complete all as specified & directed

M & L for Precast reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in drain/manhole cover slabs set in cement mortar 1:4 complete all as specified and directed .

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

M&L for mild steel TMT 8mm dia bars cut to length bent to shape required including cranking, bending, spirally for hooping for columns, hooking ends end binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

Supply and Fixing 100mm bore cast iron sand cast soil waste and vent pipe in any length with or without ears with cement joints laid in trenches or in floors including taikng up or down old CI pipe complete all as specified.

Supply and Fixing 75mm bore cast iron sand cast soil waste and vent pipe in any length with or without ears with cement joints laid in trenches or in floors including taikng up or down old CI pipe complete all as specified.

Supply and Fixing for cast iron bends (any radius) diminishing pieces or tapers for 100mm dia jointed with cement joints in CM 1:1 complete all as specified and as directed.

Supply and Fixing for cast iron bends (any radius) diminishing pieces or tapers for 75mm dia jointed with cement joints in CM 1:1 complete all as specified and as directed.

Supply and Fixing for cast iron branch pieces single (equal or unequal) ordinary or inverted (spigot or socket type) or with parallel branches for 100 mm dia jointed with cement joints in CM 1:1 complete all as specified and as directed.

Supply and Fixing for cast iron branch pieces single (equal or unequal) ordinary or inverted (spigot or socket type) or with parallel branches for 75mm dia jointed with cement joints in CM 1:1 complete all as specified and as directed.

M & L for jointing of 100 mm bore cast iron/AC pipes and fittings in CM 1:1 complete all as specified and as directed.

M & L for jointing of 75 mm bore cast iron/AC pipes and fittings in CM 1:1 complete all as specified and as directed.

Supply and Fixing in repair PVC (SWR) multi floor trap 100mm dia of outlet with grating including jointing to waste pipe with cement solvent complete all as specified and directed.

S&Fin repairs Vitreous China squatting pan, 'Orissa pattern', size 580x440mm, white, with integral foot rests including cast iron 'P' or 'S' trap, excluding flushing cistern and flush pipe, including connection to trap and flushing pipe etc. and making good to floor complete all as specified and directed.

S & F in repair vitreous china Water closet pedestal pattern with seat cover white and flushing pipe 32mm dia for low level flushing cistern (excluding fixing bolts, flushing cistern and flush pipe) including Pedestal pan and trap, including connection to drain (or outgoing pipe) and to flushing pipe, anti -syphonage pipe, etc complete all as specified and directed.

S&F in repair PVC valveless, syphonic action type, low level, flushing cistern of 10 lit capacity, white, with inlet, ball valve, float valve and handle including bracket, rubber cone and flush pipe etc. and connection to pipes complete all as specified and directed.

M&L for cleaning/desludging of existing septic tank of any capacity and depth with inlet/outlet chambers including taking out sludge (both organic and inorganic matter) in any form and other foreign matter etc viz sediment, sand, ash, grease, fibre, silt, roots or vegetation etc by means of sewage sucking machine and after plugging the incoming sewer line through combined high pressure water jetting/ suction (Vacuum) type machine mounted on LCV/HCV facility of high pressure vacuum and removing the sludge outside MOD land by any means and at a place meant for the purpose by local Municipality complete all as specified and directed. NOTE:- For measurement purpose, Liquid depth of septic tank shall be measured before removal of sludge.

M&L for cleaning/desludging of existing soakage well of any capacity and depth with inlet/outlet chambers including taking out sludge (both organic and inorganic matter) in any form and other foreign matter etc viz sediment, sand, ash, grease, fibre, silt, roots or vegetation etc by means of sewage sucking machine and after plugging the incoming sewer line through combined high pressure water jetting/ suction (Vacuum) type machine mounted on LCV/HCV facility of high pressure vacuum and removing the sludge outside MOD land by any means at a place meant for the purpose by local Municipality complete all as specified and directed.

Attending day to day complaints of Cleaning of all blockage of any type of sewage line i.e. branch sewer line, main sewer line etc, manholes of any size and depth, in any situation by way of cleaning/desludging by manually or mechanically or by way of any other suitable means including foreign materials as well as rodding (full through) of sewer lines and between the blocked manholes where required and ordered by Engineer-in-charge and keeping the sewage line all time functional ,cleaning traps, water closet, soil waste/vent pipe, gully traps etc complete upto final drop out let into septic tanks and soakage well (working in foul condition with taking precautionary measures with necessary equipment as required or applicable by deploying adequate no of safaiwala for 08 hrs working in a day (Minimum 05 Nos for each Zone i.e 05 Nos for Zone C and Zone D separately) complete all as specified and directed by Engr-in-Charge . The sludge removed from the manholes and sewage line shall be removed to out side MD land complete all as directed by Engr-in-Charge in entire Jhansi Cantt (entire OTM and entire Married accn) area under Zone C and D of AGE B/R-I Jhansi. Note:- Each Job shall contain various complaints of sewage recieved by the office each day.

S GOURAV PRAKASH ENTERPRISES

Soni Traders