CERTAIN REPAIRS TO SEWAGE LINE, MANHOLES, STP AND REPAIRS TO DRAINS, BOUNDARY WALL, PATH, HARD STANDING AND MISC REPAIRS AT TRANSIT CAMP UNDER GE NAGROTA.

Amount

Cleaning/clearing of sewage line (including manholes except 1st manhole) 100mm to 350mm bore of any description under ground any depth, removing any type of blockage including desilting, descaling and de-chocking from drain with combined high pressure water jetting cum suction (vacuum) type machine mounted on LMV/HMV having facility of high pressure vacuum including provision of hydraulic application through high pressure thermoplastic fiber based water jetting hose and through conical round shaped nozzle pipe and flushing after cleaning including clearing of manhole, sludge water shall be disposed of directed including taking of manhole cover and re-fixing the same after cleaning, complete all as specified and directed.

Dewatering/Desludging & cleaning of manhole of any depth, any size, taking out water mixed with sludge and solid sludge including any foreign materials such as stones, tree hedges etc, removing and depositing sludge at a distance not less than 20 meter in a ditch including necessary excavation of pits and covering with earth & spraying unslaked lime on the covered ditch as well as around the manholes to make hygienic including necessary flushing of manholes with water after desludging, complete all as specified and directed.

Taking out/Pumping out contaminated sewage water from septic tank/soakage well including inlet/outlet chamber after plugging incoming sewage line through combined high pressure water jetting cum suction (vacuum) type machine mounted on LMV/HMV and facility of high pressure vacuum and removing and dumping off the same in the tank to a place out side cantonment at the place marked for the purpose by local municipality or the authority controlling area, complete all as specified and directed.

Desludging the solid sludge from septic tank, soakage well including inlet/outlet chamber, removing out all scum, silt reduce sludge (both organic/inorganic nature) after plugging the incoming sewage line through combined high pressure water jetting cum suction (vacuum) type machine mounted on LMV/HMV and facility of high pressure vacuum and removing and dumping off the same in the tank to a place out side cantonment at the place marked for the purpose by local municipality or area controlling authority, complete all as specified and directed.

Cleaning of soil waste pipe (cast iron/PVC )100mm bore laid in ground any slope or gradient and depth 3m by roding taking out all residue from the lines/manholes including water and depositing at a distance not less than 20m in ditch finally covering the ditch with earth and spraying unslacked lime on the covered ditch as well as around the manholes to make hygienic including excavation of ditch testing of line by flushing water after cleaning etc, complete all as specified and directed by Engineer-in-Charge.

Cleaning of soil waste pipe (cast iron/PVC ) 75mm/100mm bore by roding taking out all residue from the lines including water and depositing at a distance not less than 20m in ditch finally covering the ditch with earth and spraying unslacked lime on the covered ditch as well as around the manholes to make hygienic including excavation of ditch testing of line by flushing water after cleaning etc, complete all as specified and directed by Engineer-in-Charge.

All as per Srl item No 6.00 here in above but embedded in ground or floor.

Cleaning/clearing of IWC/ EWC, gully trap /floor trap including CI pipe / PVC pipe upto first manhole by roding, taking out all residue including waste and testing by pouring water after cleaning etc, complete all as specified and directed by Engr-in-Charge. (Note: Cleaning of PVC/CI pipe from first floor / ground floor embedded in floor or fixed to wall included in this item)

Cast iron oval access covers / inspection cover with bolts rubber gasket to make it water tight for 75mm/100mm bore CI fittings including taking out broken/ unserviceable cover with bolts etc and removing from site, complete all as specified and directed.

Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, laying of pipe etc. n exc 10 sq m on plan and getting out in any type of soil, complete all as specified and directed.

Returning, filling including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil, complete all as specified and directed.

Removing excavated surplus soil to a distance not exceeding 50m and depositing where directed and at a level not exceeding 1.5m above the starting point, complete all as specified and directed by Engr-in-Charge.

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

M & L for PCC 1:2:4, type B-1 (using 20 mm graded crushed stone aggregate) as in coping, band, bed plates and similar items including weathering slightly rounded or chamferred angles and throughting, complete all as specified and directed.

M&L for brick work with sub class 'B' bricks straight or curved on plan exceeding 6m mean radius built in cement mortar 1:4, complete all as specified and directed.

Mild Steel TMT bars 6 to 8 mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia, complete all as specified and directed.

M & L for precast reinforced cement concrete 1:2:4, type B-1 (using 20 mm graded crushed sotne aggregate) as in cover slab and similar articles including necessary moulds/form work set in Cement mortar 1:4, complete all as specified and directed.

M & L for 15 mm thick rendering on fair faces of brick work or concrete surfaces in CM 1:4 with using WPC (WPC to be measured and paid separately) finished even and smooth without using extra cement, complete all as specified and directed.

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

Taking down cement plaster on brick or stone walls etc including raking out joints hacking for key scrubbing down with water etc, complete all as specified and directed.

Preparation of new plastered surfaces of wall and applying two coats of cement base paint, complete all as specified and directed.

Preparation of old plastered surfaces of wall and applying two coats of cement base paint, complete all as specified and directed.

Supply only integral water proofing compound, complete all as specified and directed.

M & L for 100mm thick PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in bed to drain pipes incluing packing under and hanching against the sides of pipes after laying and tested of 150 mm bore dia drain pipe, complete all as specified and directed.

M & L for 150mm thick PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in bed to drain pipes incluing packing under and hanching against the sides of pipes after laying and tested of 200 mm bore dia drain pipe, complete all as specified and directed.

M&L for 200mm bore dia reinforced cement concrete pipes, class NP-2, laid and jointed complete with collars, complete all as specified and directed by Engr-in-charge.

M&L for 150mm bore dia reinforced cement concrete pipes, class NP-2, laid and jointed complete with collars, complete all as specified and directed by Engr-in-charge.

Cutting into existing manhole for connecting new drains and making good to pipes and rendering cutting out existing benching for and forming branching for and forming branch channel (1/2 round or 1/4 section ) in PCC 1:2:4, type B-1 (using 20mm graded crushed stone aggregate) smooth finished and reforming benching for 150mm dia of pipe, complete all as specified and directed.

S & F 100 mm dia bore Cast iron waste and vent pipes sand cast in any length with or without ears with cement joints laid in floors or fixed to walls with all fittings includign taking down the unservicable pipe with fitting, complete all as specified and directed.

S & F 75 mm dia bore Cast iron waste and vent pipes sand cast in any length with or without ears with cement joints laid in floors or fixed to walls with all fittings includign taking down the unservicable pipe with fitting, complete all as specified and directed.

S & F 100 mm bore dia Cast iron bend (any radius) with duck foot or heal rest including taking out old fitting, complete all as specified and directed.

S & F 75 mm bore dia Cast iron bend (any radius) with duck foot or heal rest including taking out old fitting, complete all as specified and directed.

Cast Iron branch pieces single(equal/unequal)ordinary or inverted (spigot or socket type)or with paralel branches for 100mm bore pipe with oval access door including taking out fitting, complete all as specified and directed.

All as per ser item No. 33.00 here in above but 75 mm bore pipe.

S & F in repairs 50mm bore dia cast iron cowls fixed, complete all as specified and directed.

S&F in repairs vitreous china squatting pan 'ORRISA' pattern, size 580x440mm white, with integral foot rest including provn of concrete bedding and connection to trap and flushing pipe antisyphonage pipe etc including making good to floor, complete all as specified and directed.

S&F in repairs Wash down water closet (Pedestal pattern) with ‘P” or “S” trap vitreous china coloured including all fittings i.e seat cover, cistern super water saver dual, flush, complete all as specified and directed.

S & F in repairs 10 Ltrs capacity PVC valveles, less symphonic action type, flushing cistern low level, white with inlet, ball valve, float and handle including bracket, complete all as specified and directed.

Demolition of cement concrete (un-reinforced) of any description and in any position not otherwise specifically provided for, complete all as specified and directed.

M&L for non skid ceramic coloured tiles 300x 300 x 7 mm thick as in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed or beddding layer of CM 1:6 including dismantling of existing tiles, complete all as specified and directed.

Demolition of brick work / stone masonry built in cement mortar or cement lime mortar including all quoins ,arches , pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles, complete all as specified and directed.

S&F 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls including taking down existing PVC pipe (any size and pattern) with all fitting, complete all as specified and directed.

S&F 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or floor including taking down existing PVC pipe (any size and pattern) with all fitting, complete all as specified and directed.

S&F 75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls including taking down existing PVC pipe (any size and pattern) with all fitting, complete all as specified and directed.

S&F 75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or floor including taking down existing PVC pipe (any size and pattern) with all fitting, complete all as specified and directed.

S&F 110mm bore PVC (SWR) bends, complete all as specified and directed.

S&F 75mm bore PVC (SWR) bends, complete all as specified and directed.

S&F in repairs Stack clamps out of 50mm by 5 mm flat iron and 16 mm dia round iron stays, including bolts and nuts and securing ends to wall or roof for 75mm bore pipe, complete all as specified and directed.

All as per ser item No.48.00 here in above but 100 mm bore pipe.

M & L for Glazed ceramic coloured printed tiles (first quality) of size 300 x 200 x 7mm/450x300x7mm thick as in vertical surface, dado/skirting, over and including 15 mm thick screed bed in CM 1:4 including dismantling of existing tiles, complete all as specified and directed.

S&F in repair PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement, complete all as specified and directed.

M&L for hard core of broken bricks/stone boulder n exc 63 mm, deposited, spread and levelled in layers n exe 15 cm thick, watered and rammed to a true surface, complete all as specified and directed.

M&L for 100mm thick plain cement concrete 1:3:6, type C-2 (using 40mm graded crushed stone aggregate) as in sub base, complete all as specified and as directed.

M&L for sand for 50 mm thick filling under interlocking pavor block including watering and consolidation, complete all as specified and directed.

M&L for Machine pressed precast concrete interlocking pavor block any shape and size conforming to IS 15658-2006 of 80 mm thick M-40 grade, complete all as specified and directed.

M&L for 20 to 22mm thick cement concrete chequered tiles, glossy finish, coloured, of any size and pattern as approved by GE as in patches in floor with set and jointed in neat cement slurry and pointed in coloured cement to match the tiles laid over and including 15mm thick screed bed in cement mortar 1:6, complete all as specified and directed.

S&F in repairs galvanised 2 strand steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossing with and provison of galvanised mild steel wire, staples or steel pins (each line of wire to be measured), complete all as specified and directed.

Mild steel framed work such as grills, gratings etc with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders framed balusters, walk ways, railings, frame work of water tanks and similar work conforming to E-165 (Fe-290) including two coats of synthetic enamel paint over one coat of red oxide, complete all as specified and directed.

Deduction to be made from BOQ for schedule of credit (Sch 'A' Part - II) Amount of Rs. 47855.00 during AOC Note:- Tenderers shall not quote for this Schedule

M/S MANISHA BUILDERS

M/S RANADHAWA

ASHFAQ AHMED MANHAS

ESS BURT AND COMPANY