REPAIR/REPLACEMENT/CLEANING OF SEWAGE LINES, MANHOLES, SEPTIC TANKS AND CONNECTED WORKS IN DOMESTIC AREA AT AF STN PHALODI

Amount

M & L for cleaning and desilting of sewage lines 100mm dia of any size and shape upto any depth by pumping out /removing liquid waste/sewage, plugging the ends pipes or diverting the flow into drains if necessary, removing silt, sludge etc, sprinking bleaching powder on the silt to avoid bad smell including all precautionary and safety measures, such as safety belts, lighting arrangements face mask etc and removing the same (silt,sludge & other waste material) in leak proof trucks covered with tarpoline to outside of MD land all as per existing rules and regulations of civil authorities and flushing the sewer lines with freah water etc complete all as specified and directed. Note :- (i) Contractor shall be provided all tools and plants & including bamboos, iron rod, bucket, rope etc for the operators. (ii) All above provisions included in quoted rate.

All as per item No 1.00 (here-in-before) but sewage lines exc 150mm dia complete all as specified and directed.

M & L for cleaning and desilting of manholes depth not exceeding 1.50 metre by pumping out/removing liquid waste/sewage and plugging the ends sewer pipes or diverting the flow into drains if necessary, removing silt, sludge etc, sprinking bleaching powder on the silt to avoid bad smell including all precautionary and safety measures, such as safety belts, lighting arrangements face mask etc and removing the same (silt, sludge & other waste material) in leak proof trucks covered with tarpoline to outside of MD land all as per existing rules and regulations of civil authorities and cleaning the manholes with freah water etc complete all as specified and directed.

M & L for cleaning and desilting of manholes depth exceeding 1.50 metre but not exceeding 3.00 metre by pumping out/removing liquid waste/sewage and plugging the ends sewer pipes or diverting the flow into drains if necessary, removing silt, sludge etc, sprinking bleaching powder on the silt to avoid bad smell including all precautionary and safety measures, such as safety belts, lighting arrangements face mask etc and removing the same (silt, sludge & other waste material) in leak proof trucks covered with tarpoline to outside of MD land all as per existing rules and regulations of civil authorities and cleaning the manholes with freah water etc complete all as specified and directed.

M & L for cleaning the chocked/blocked in AC/CI/PVC soil waste pipe of any dia by removing cleaning eye and re-fixing the same after cleaning the pipe, making good damaged cement joints, dia of pipe not exc 150mm dia upto ground/stilt plus four floors complete all as specified and directed.

M & L for cleaning the chocked/blocked in EWC/IWC/urinal/bathroom and kitchen sink & including gully trap, nahani trap and removing of sludge/ spoil/ waste to a distance exe 100m and testing of same after cleaning complete all as specified and directed.

Excavation in trenches, not exc 1.5 m wide and exc 1.50m and n.exc 3.00m deep (or n exc 10 Sqm on plan and exc 1.50m and n.exc 3.00m deep) & getting out, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes or for laying pipe lines etc. in soft/loose soil, complete all as specified & directed.

All as per item No 7.00 (here-in-before) but depth exceeding 1.5m but not exceeding 3.0m complete all as specified and directed

Removal of excavated surplus soil to a distance exceeding 250m but not exceeding 500mtr depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified & directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cms thick in soft/loose soil, complete all as specified & directed.

Demolition of brick work or stone/ boulder/PCC solid block masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars etc but excluding ashlar facing dressed stone work and precast concrete articles and removal all rubbish material complete all as specified & directed.

M & L for precast cement concrete 1:5:8 (using crushed stone aggregate) block masonry with solid blocks exc 10cm in width and setting in cement and sand mortar 1:6 complete all as specified and directed.

Demolition of cement concrete (un-reinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) of any description not other specifically provided for etc and removal all rubbish material to a distance n.exc 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified & directed.

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

M & L for providing cement concrete 1:3:6 type C-2 using 40 mm graded crushed stone aggregate as in surface channels and drains (Manhole) and benching & including finishing the top of benching even and smooth using extra cement complete all as specified and directed.

Taking down cement or cement lime plaster any description, on brick or stone/PCC block walls, etc. including raking out joints, hacking for key & scrubbing down with water, etc. &and removal all rubbish material to a distance n.exc 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified & directed.

M & L for 15mm thick rendering in CM 1:4 on PCC block masonry surfaces or on fair faces of brick/concrete masonry surfaces, mixed with WPC 3% by wt of cement and finished even and smooth without using extra cement complete all as specified and directed. Note :- Supply only WPC shall be measured and paid separately under respective item of the BOQ.

M & L for rendering 10 mm thick on fair faces of brick/PCC block masonry or concrete surface in cement mortar 1:3 mixed with WPC 3% by wt of cement and finished even and smooth without using extra cement as in sunken floors complete all as specified and directed. Note :- Supply only WPC shall be measured and paid separately under respective item.

Supply only integral water proofing compound ISI marked as approved complete all as specified and directed.

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (reinforcement cut as reqd to facilitate demolation) complete all as specified and directed.

M & L for Precast RCC (1:2:4) type B-1 using 20mm graded crushed stone aggregate as in landing, cover slab for manholes, chullah hood, chajjas, water troughs, mangers, shelves cover to drains and similar articles with plain fair faces including chamferred, weatherings, throating etc and set in cement mortar (1:6) & including necessary form work complete all as specified and directed.

M & L for reinforced cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies deck slabs, and in shelves and the like complete all as specified and directed. Note :- Reinforcement and formwork shall be measured and paid for separately under respective items of the BOQ.

Use and waste of flat formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick (Horizontal or sloping) for fair finished surfaces of concrete complete all as specified and directed.

M & L for cement concrete (1:3:6) type C1 using 20mm graded crushed stone aggregate as in lintels upto 1.5 metre clear span, cills, steps, siesmic and other similar bands, plinth courses, string courses, lacing courses, parapets and railing upto 60cm height, copings, bed block,roof kerbs or mud stops, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throatings etc. & including necessary form work complete all as specified and directed.

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

Demolition and breaking up 100 mm dia (internal) drain pipes (Salt glazed stone ware, AC or reinforced concrete) set in cement mortar complete all as specified and directed.

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

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

M & L for cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in bedding to SGSW drain pipe 100 mm internal dia & including packing under and haunching against the sides of the pipes after they are laid and tested complete all as specified and directed.

M & L for cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in bedding to SGSW drain pipe 150 mm internal dia & including packing under and haunching against the sides of the pipes after they are laid and tested complete all as specified and directed.

M & L for cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in bedding to SGSW drain pipe 200 mm internal dia & including packing under and haunching against the sides of the pipes after they are laid and tested complete all as specified and directed.

M & L for 100mm internal diameter salt glazed stoneware drain pipes grade 'A' ISI marked, laid to slop in trenches and jointed in CM (1:1) with spun yarn and tested complete all as directed.

M & L for 150mm internal diameter salt glazed stoneware drain pipes grade 'A' ISI marked, laid to slop in trenches and jointed in CM (1:1) with spun yarn and tested complete all as directed.

M & L for 200mm internal diameter salt glazed stoneware drain pipes grade 'A' ISI marked, laid to slop in trenches and jointed in CM (1:1) with spun yarn and tested complete all as directed.

Cutting in to existing manhole 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 B1 smooth finished, and reforming benching as required for 100 mm (internal dia of pipe) complete all as specified and directed.

Cutting in to existing manhole 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 B1 smooth finished, and reforming benching as required for 150 mm (internal dia of pipe) complete all as specified and directed.

Cutting in to existing manhole 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 B1 smooth finished, and reforming benching as required for 200 mm (internal dia of pipe) complete all as specified and directed.

Removal of sludge from septic tank of 150 Users in a form of solid, semisolid or liquid by means of pumping out or manually and taking out from site and disposed in low lying area to a distance exc 250 m and n.exc 1.00 Km. Disposal of sludge shall be covered with soft/loose soil. After removal of sludge from septic Tank, intereseptic chamber shall be washed with water completely inside and remove the dirty water outside to the satisfaction of Engineer-in-Charge.

All as per item No 38.00 (here-in-before) but Septic Tank of 100 Users.

All as per item No 38.00 (here-in-before) but Septic Tank of 50 Users.

All as per item No 38.00 (here-in-before) but Septic Tank of 25 Users.

Dismantling 100mm bore cast iron drain pipes jointed in cement mortar and taking out from trenches/ or from walls complete all as specified & directed.

Dismantling 75mm bore cast iron drain pipes jointed in cement mortar and taking out from trenches/ or from walls complete all as specified & directed.

S & F of 100mm bore cast iron sand cast soil, waste and vent pipe in any length with or without ears laid in trenches, in floors or fixed to walls with cement joints and including provision of required number MS flat iron clamps of suitable size complete all as specified and directed .

S & F of 75mm bore cast iron sand cast soil, waste and vent pipe in any length with or without ears laid in trenches, in floors or fixed to walls with cement joints and including provision of required number MS flat iron clamps of suitable size complete all as specified and directed .

S & F in renewal of 110mm bore UPVC(SWR) pipe single socketed in any length jointed with solvent fixed to wall & including provision of required Nos mild steel clamps of suitable size complete all as specified and directed.

S & F in renewal of cast iron bends (any radius) 75mm bore, with duck's foot or heel rest complete all as specified and directed.

S & F in renewal of cast iron bends (any radius) 100mm bore, with duck's foot or heel rest complete all as specified and directed.

S & F in renewal of cast iron bends (any radius) 75mm bore, with duck's foot or heel rest fitted with oval access doors complete all as specified and directed.

S & F in renewal of cast iron bends (any radius) 100mm bore, with duck's foot or heel rest fitted with oval access doors complete all as specified and directed.

S & F in renewal of 100mm bore cast iron branch pieces double (equal or unequal), ordinary or inverted (Spigot or socket type) or with parallel branch with oval access door complete all as specified and directed.

M & L in renewal for 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; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165 complete all as specified and directed.

Note for all items :- (i) Contractor shall provide minimun 2 Nos. safaiwala daily for getting complaint be done, received from User's. Safaiwala shall report to the office of Engineer-in-Charge for attandance for which a register will maintanded and if found absent recovery @ Rs. 450/- per safaiwala per day shall be recovered from RAR/ Final bill. (ii) The Prohibition of Employment as Manual Scavengers & their Rehabilitation Rules 2013 is applicable for this work. (iii) Contractor shall deposit the material brought at site after approval with Engineer-in-Charge before incorporating in the unit for verification of quantity and quality of materials.

M/S HARIOM CONSTRUCTION COMPANY

LADDOS BUILDCON

Aggarwal brothers and company