REPAIRS AND CLEANING REPLACEMENT OF SEWAGE LINES, MANHOLES, SEPTIC TANKS AT MAP PHASE I AND II, REPAIR TO HARD STANDING PLINTH PROTECTION, COMPOUND SECURITY WALL, FENCING AND STONE MASNORY DRAIN AND MISC 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 MOD 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.

All as per item No 1 above but sewage lines exc 150mm dia.

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 refixing 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 n. exc 1.5 m depth or n. exc 10 Sqm on plan and n exc 1.5 m in depth for foundations, laying pipes/ cables etc or for shafts,wells,cesspits, manholes,pier holes etc. in soft/loose soil, & getting out, complete all as specified and directed

All as per item No 7 above but depth exceeding 1.5m and not exceeding 3.0m.

Removal of excavated surplus soil to a distance exc 250m and n.exc 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 n.exc 25cm thick complete all as specified and directed.

Demolition of brick or stone/ boulder masonary, built in cement mortar complete all as directed.

M&L Pre-cast cement concrete type E1 (1:5:10) 20 mm graded stone aggregate. block masonry with solid blocks, exc . 10 cm in width and setting in CM 1:6 complete all as specified and directed.

M&L Plain Cement Concrete (1:4:8) Type D2 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed.

M&L Plain Cement Concrete (1:3:6 ) Type C2 (using 40 mm graded stone aggregate) in surface channels and drain (Manhole) complete all as specified and directed.

M&L for rendering 5 mm thick in CM (1:4) over 10 mm thich rendering in CM (1:6) Surface other than fair faces of brick work with water proofing compound finished even and smooth without using extra cement complete all as specified and directed. Note : WPC shall measured and paid sepretally

Supply only integral water proofing compound 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 directed.

M&L for 10 mm thick rendering in in cement sand mortar 1:3 with water proofing compound @ 3% weight of cement on fair faces of brick work/ block massonary or concrete surfaces and finished even and smooth without using extra cement complete all as specified and directed. Note: Water proofing compound shall be measured and paid separetly .

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 roughly squared lime or sand stone as in main hole covers of size 25cmx7.5cm as long as per site requirement and flush jointed in cement mortar 1:6 complete all as specified and directed.

M&L for RCC( Reinforced cement concrete ) Nominal mix (1:2:4) Type B1 (using 20 mm graded 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 etc all as specified and directed.

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

M & L for cement concrete (1:3:6) type C1 using 20mm graded 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.

S & F for TMT bars 8mm dia and over cut to length, bent to shape required including bending, cranking spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia complete all as specified and directed.

Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar100mm complete all as directed

Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar150mm complete all as directed

Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar 200mm 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 (100 mm) bore 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 (150 mm) bore 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 (225 mm) bore complete all as specified and directed.

M&L for 100 mm bore salt glazed stoneware pipe, grade 'A' laid & jointed complete with collars in cm(1:1) with spun yarn & tested complete all as specified & directed.

M&L for 150 mm bore salt glazed stoneware pipe, grade 'A' laid & jointed complete with collars in cm(1:1) with spun yarn & tested . Coomplete all as specified & directed.

M&L for 200 mm bore salt glazed stoneware pipe, grade 'A' laid & jointed complete with collars in CM(1:1) with spun yarn & tested complete all as specified & directed.

Plain cement concrete (1:4:8) type D2 (Using 40mm graded crushed stone aggregates) as in bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested for 100mm bore complete all as specified and directed.

Plain cement concrete (1:4:8) type D2 (Using 40mm graded crushed stone aggregates) as in bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested for 150mm bore complete all as specified and directed.

Plain cement concrete 1:4:8 type D2 (Using 40mm graded crushed stone aggregates) as in bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested for 200mm bore complete all as specified and directed.

Removal of sludge from septic tanks 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 for the following capacity:- Septic Tank of 150 Users complete all as specified and directed.

All as per item No 37 above but Septic Tank of 100 Users

All as per item No 37 above but Septic Tank of 50 Users

All as per item No 37 here in above 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 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 provision of required number flat iron clamps of required size complete all as specified and directed .

S&F 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 provision of required number flat iron clamps of required size complete all as specified and directed .

S&F 110mm bore PVC(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 by Engineer-in-Charge

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

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

S&F 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 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 repair 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.

S & F Framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forget into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 410-0 or Fe 310-0 complete all as specified and directed. Note:- (i) Contractor shall provide minimun 2 No,s safaiwala daily for getting complain be done, received from user. Safaiwala shall report to the office of Engineer-in-Charge and payment should included against items mantioned above. (ii) 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 material.

Dismantling posts or struts ( Steel) any section, including taking out concrete embeded portion and making good distubed ground complete all as directed.

Demolition of cement concrete (unreinforced ) in ground floors and paving n,exc 15 cm thickness (below or above ground level) complete all as directed.

Dismantling structural steel work including doors, gates but excluding framed truss etc.complete all as directed.

M& L for dismantling fencing wire mesh any type fixed with steel or wood fillets, if any complete all as directed.

S&F Mild steel hand rails, posts and struts in fencing including cutting tops to shape including embeding in concrete and screwing etc as directed . drilling holes , notching for wire etc for iron fillets (for securing wire mesh etc) including all necessary drilling , bolting or riveting etc and similar work to conforming to Fe 290 Gde E-165 complete all as specified and directed.

Supply only Chain link fencing, any size or type as directed by Engineer-in-charge.

Fixing only chain link fencing including line wires, any mesh , size and type of standars, rails, straining bolts , etc. including provision of wire complete all as specified and directed.

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

M&L in replacement for erecting of 610 mm dia punched coil fencing streches along with one line for RBT (supporting wire of the same material as concertina coil) having stranding specifications , average weightnot less than 1.06 Kg/ Rm including coating of px2 compound (Anti Rost) and fixed in angle iron brackets on compound wall with and including using necessary scaffolding along the length of the wall, complete all as specified and directed.

All as per item No. 60 Above but refixing, resecuring of existing including making good staples etc complete all as specified and directed.

M&L for cement concrete (1:2:4) Type B2 ( 40 mm gradede stone aggregate ) in foundations, and mass concrete complete all as specified and directed.

S&F mild steel bolt 11 to 15 mm diameter of neck ( machine made ) with hexagonal or square head at one end and screwed the other or screwed both ends , each screwed end to be fitted with washers and one hexagonal or square nut exc 5 cm but n. exc 10 cm long complete all as specified and directed.

M&L for TMT bar 10 mm dia and over cut to length, bent to shape required including bending or hooking ends and binding with and including mild steel wire (annealed)not less than0.9 mm dia complete as in reinforcement all as specified.

M&L for TMT bar 8 mm dia as in stirrup , spacers and binder cut to length, bent to shape required including bending or hooking ends and binding with and including mild steel wire (annealed)not less than 0.9 mm dia complete as in reinforcement all as specified.

M&L for RCC (1:2:4) type B1 (using 20 mm graded stone aggregate ) as in walls, retaining walls, basement walls, ballast walls and th like , any thickness, above top of footing , including attached pilaster and buttresses etc complete all as specified and directed.

M&L for RCC (1:2:4) type B1 (using 20 mm graded stone aggregate) as in columns, pillars, piers, posts and struts etc complete all as specified and directed.

M&L for Form work to rough finish surface of concrete to sides and soffits of floor or roof beams, beam haunchings , girders , brressummers, lintels, cantilevers, shalves including sup-ports, over hanges,etc. also splays between floors and beams complete all as specified and directed.

M&L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions square, rectangular or polygonal with rough finish all as specified

M&L Rendering 10 mm thick in CM (1:4) on fair faces of brickwork or concrete surfaces finished even & smooth without using extra cement complete all as specified and directed.

M&L for 35 mm thick providing precast cement concrete louvres and jallies, with jointing post , type B0 1:2:4 (12.5 mm graded aggregate ) (measured solid) set in cement mortar 1:4 including all mould-ings etc all as specified and directed.

M&L preparation of new plastery / louvers jallies surfaces and applying Two coat of antifungal paint (Apex) over a coat of primer on wall .all as specified and as directed.

M&L for preparing new plastered surfaces of wall and applying two coats of cement paint over a coat of primer complete all as specified and directed.

M&L precast cement concrete (1:2:4) type B0 using (using 12.5 mm graded stone aggregate) , as in roof kerbs , rounded chamfered on edges , in lintel upto 1.5 m clear span, cill, steps, seismic and other similar bands, plinth courses string courses, lacing courses , copings kneelers, apex including weathering , slightly rounded or chemfered angles and throating etc. necessary form work complete all as specified and directed.

S&F for Mild steel frame work as in door or gate hung type or other section with gusset plates rails braces etc complete drilled for fixing of steel sheeting or other covering to doors or sliding with and including grills, grating etc, with end bars shouldered/riveted, including pintle hinges stops and made sliding bolts, guard bars and similar work conforming to FE 290 Gde -E-165 complete all as specified and directed..

M&L two coats of synthetic enamel paint (ordinary tint) on steel surface over 10 cm width or girth, not otherwise described over a coat of primer including preparation of new steel surface complete all as specified and directed.

M&L for 75 mm thick Cement concrete (1:3:6) type C2, (using 40 mm graded stone aggregate) as in sub base to floor complete all as specified and directed.

M&L for Chequered cement concrete tiles with grey cement and no pigment 20cm x 20cm x 25mm thick,set, jointed and pointed in neat cement slurry in floors laid over 15mm screed bed (1:4) complete all as specified and directed by Engineer-in-charge.

M&L for 80 mm thick machine pressed precast concrete interloking paver block any shape and size conforming to IS 15658-2006 of M-40 Grade all as specified and directed.

M&L for Sand cushioning with clean river sand duly clear of residual organic and deleterious materials spread evenly to uniform thickness complete all as specified and directed. Note : Punned thickness only to be measured.

M&L for Precast cement concrete (1:2:4) type B1 (Using 20 mm graded stone aggregate) in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces and set in cement mortar (1:4) complete all as specified and directed.

M&L machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness ,M-35 Grade with grey cement and pigment complete all as specified and directed by Engineer-in-Charge.

Demolition of RCC jali complete all as directed.

Dismantling of stone slab and tiles of any description or thickness in floors, aprons etc. complete all as directed.

M/S PIYUSH CONSTRUCTION COMPANY

M/S HARIOM CONSTRUCTION COMPANY