REPAIR/CLEANING OF SEWAGE LINES, MANHOLES, SEPTIC TANKS, SOAKAGE WELLS ETC IN THE AREA OF AGE B/R II INCLUDING ABHERA CAMP AT MILITARY STATION KOTA

Amount

Taking down cement or cement lime plaster any description on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water etc & removing rubbish off the premises, complete all as specified and directed.

Demolition of brick work/stone boulder masonry, built in CM incl all quoins, arches, pillars etc but excluding ashlar facing, dressed stone work and precast concrete articles, complete all as specified and directed.

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

Demolition of stone slabs and tiles of any description or thickness in floors, man hole covers, aprons etc. complete all as specified and directed.

Taking down 100 mm bore CI soil waste and vent pipe fixed on wall/trenches complete including all fittings complete all as specified and directed.

Taking down 75 mm bore CI soil waste and vent pipe fixed on wall/trenches complete including all fittings complete all as specified and directed.

Demolition and breaking up drain pipes 150mm dia (Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete all as specified and directed.

Demolition and breaking up drain pipes 200mm dia (Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete all as specified and directed.

Excavation in trenches n.exc 1.50 m wide and n.exc 1.50 m in depth for foundation etc n.exc 10Sqm on plan and n.exc 1.50m in depth and getting out in any type of soil, complete all as specified and directed.

Returning filling in soil, including spreading, levelling, waterning and well ramming in layers not exc 25cm thick complete all as specified and directed.

Removing excavted materials (soil) at a distance not exc 50m and deposited where directed at a level n. exc 1.5m above the starting point, complete all as specified and directed.

M&L Providing cement concrete 1:2:4 type B-0 using 12.50 mm graded stone aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed.

M&L PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in surface channel and drains, complete all as specified and directed.

M&L walling of random rubble, uncoursed well bonded, bedded and solidly hearted, built in Cement Mortar 1:6, complete all as specified and directed.

M&L walling of random rubble (Except stone), uncoursed well bonded, bedded and solidly hearted, built in Cement Mortar 1:6, complete all as specified and directed.

Extra over stone stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc. 20mm to face stones and dressing or face beds and joints, as specified, of random rubble walling, uncoursed or bourght upto courses, complete all as specified and directed.

M&L rendering 15 mm thick in CM 1:6 on stone masonry surfaces or on other than fair faces of brick masonry, finished even and smooth without using extra cement, complete all as specified and directed.

M&L brick work with pulverized fuel Ash-lime bricks (modular size fly ash bricks), straight or curved on plan exc 6 m mean radius, built in CM 1:6, complete all as specified and directed.

M&L rendering 15 mm thick in CM 1:6 on fair faces of brick masonry/concrete surfaces, finished even and smooth without using extra cement, complete all as specified and directed.

Attending Safaiwala/Sweeper complaints for maintenance and upkeep of residential and non residential assets in the entire area under AOR of AGE B/R II such as opening choked sewage lines, manholes etc and ensuring high standards of hygiene and sanitation complete alongwith necessary T&P, chemicals etc as required, complete all as specified and day to day directions of Engineer in Charge.

M&L for Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested, for 150mm bore of pipe, complete all as specified and directed.

M&L for Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested, for 200mm bore of pipe, complete all as specified and directed.

S&F 75mm bore cast iron soil, waste and vent pipes, in any length with or without ears with cement joints, fixed to walls, complete all as specified and directed.

S&F 100mm bore cast iron soil, waste and vent pipes, in any length with or without ears with cement joints, fixed to walls, complete all as specified and directed.

S&F 75 mm bore cast iron bends (any radius), diminishing piecs or tapers (larger bore measured) with oval access doors, complete all as specified and directed.

S&F 75 mm cast iron branch pieces, single (equal or unqual), ordinary or inverted (spigot or socket type) or with parallel branches with oval access doors, complete all as specified and directed.

S&F 100 mm bore cast iron bends (any radius), diminishing piecs or tapers (larger bore measured), complete all as specified and directed.

S&F 100 mm cast iron branch pieces, single (equal or unqual), ordinary or inverted (spigot or socket type) or with parallel branches with oval access doors, complete all as specified and directed.

M&L for slat-glazed stonware drain pipes grade 'A' laid in trenches and jointed in cement mortar 1:1 tested, complete 150mm dia complete all as specified and directed.

M&L for slat-glazed stonware drain pipes grade 'A' laid in trenches and jointed in cement mortar 1:1 tested, complete 200mm dia complete all as specified and directed.

M/L for 50mm thick rough dressed stone slabs for manhole covers n.exc 2 mtr in length, punched dressed on face & along exposed edges and self faced on other side, set in cement mortar 1:4, complete all as specified and directed.

S&F in repairs 75mm bore PVC (SWR) pipes single socketd, in any length with rubber ring joints, fixed to walls complete all as specified and directed.

S&F in repairs 110mm bore PVC (SWR) pipes single socketd, in any length with rubber ring joints, fixed to walls complete all as specified and directed.

S&F in repairs 110 mm bore PVC (SWR) pipes single socketd, in any length with rubber ring joints, laid in trenches or in floors, complete all as specified and directed.

S&F 75 mm bore PVC (SWR) bends any radius with oval access door including jointing to waste pipe with solvent cement, complete all as specified and directed.

S&F 110 mm bore PVC (SWR) bends any radius including jointing to waste pipe with solvent cement, complete all as specified and directed.

S&F 75 mm bore PVC (SWR) branch piece, single (single Y) equal or unequal, with oval access door including jointing to waste pipe with solvent cement, complete all as specified and directed.

S&F 110 mm bore PVC (SWR) branch piece, single (single Y) equal or unequal, with oval access door including jointing to waste pipe with solvent cement, complete all as specified and directed.

Temporarily blocking of inlet of septic tanks and manholes for cleaning by mechanical suction pump and taking out the accumulate sludge from the septic tanks (solid/semi solid) etc complete and cleaning by using water, complete as directed and transporting removed sludge in covered carrier vehicles and dumping out side MoD land approved by local administrative authorities, complete all as specified and directed.

M&L for 150 mm thick brick masonry gully trap using fly ash bricks in CM 1:4 & 15 mm thick rendering in CM 1:4 (inside and outside exposed surfces) above existing trap of 300 mm height, internal area exceeding 0.2 Sqm but not exc 0.36 Sqm and one No. sand stone cover slab of 20 mm thickness projected 150 mm both sides for lifting, complete all as specified and directed.

S&F in repair vitreous china squatting pan Orissa pattern size 580 x 440 mm white with front or back inlet and integral foot rest including providing 100 mm bore CI P or S trap and connecting to flusing cistern, complete all as specified and directed.

M&L for renewing of coloured glazed ceramic tiles in patches, area n exc 5 sq.m. including removing and cleaning old tiles, preparing beds and laying or setting, jointing and pointing new or old tiles, complete all as specified and directed.

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

Pioneer Enterprises

TARKESHWAR DASS CONSTRUCTION COMPANY