REPAIR/REPLACEMENT OF SEWAGE LINE, SEPTIC TANK, PATH, DRAIN, CULVERT, COMPOUND WALL, GATE, JAFRI WALL ETC OF RESTRICTED AND UNRESTRICTED AREA OF COD AND 506 ABW UNDER AGE B/R-II OF GE (EAST) JABALPUR

Amount

UNRESTRICTED AREA

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and not egetting out in any type of soil etc complete all as specified and directed.

Excavating over areas, n. exc 1.5 m deep and getting out in any type of soil etc complete all as specified and directed.

Excavation in trenches not exceeding 1.5m wide for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and exceeding 1.5m depth but not exceeding 3.0 depth getting out in any type of soil etc complete all as specified and directed.

Returning, filing in, excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm etc complete all as specified and directed.

Removal of excavated materials not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and directed.

Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete DWC) set in cement mortor for 100 mm internal dia of pipe complete all as specified and directed.

Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete DWC) set in cement mortor for 150 mm internal dia of pipe complete all as specified and directed.

Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete, DWC) set in cement mortor for 200 mm and above internal dia of pipe complete all as specified and directed.

M&L for PCC 1:4:8 type D2 using 40mm graded crushed stone aggregate as in foundation filling and mass concrete complete all as specified and directed.

M&L for PCC (1:3:6) type 2-2 using 40mm graded crushed stone aggregate as in foundation & mass concrete 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, benching, bed block, lintel band, plinth courses etc and similar work including necessary form work complete all as specified and directed.

M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 100 mm bore of pipe with cement concrete 1:3:6 type D-2 using 40mm graded crushed stone aggregate complete all as specified and directed.

M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 150 mm bore of pipe with cement concrete 1:3:6 type D-2 using 40mm graded scrushed tone aggregate complete all as specified and directed.

M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 200 mm bore of pipe with cement concrete 1:3:6 type D-2 using 40mm graded crushed stone aggregate complete all as specified and directed.

M&L for SGSW drain pipes grade "A" laid in trenches of 100 mm internal diameter of pipe and jointed complete all as specified and directed.

M&L for SGSW drain pipes grade "A" laid in trenches of 150 mm internal diameter of pipe and jointed complete all as specified and directed.

M&L for SGSW drain pipes grade "A" laid in trenches of 200 mm internal diameter of pipe and jointed complete all as specified and directed.

Supply, laying and jointing 150 mm nomina bore dia DWC(HDPE double wall corrugated), socketed and sewage pipes having 6.0 M length, conforming to IS 16098 (Part-2) of SN-4 Stiffiness with and including necessary jointing matrials etc complete all as specified and directed. Make : Ultra plus of make : Supreme or equivalent brand, kisan Mouldings pvt ltd or fenotex or DURTON or KAVERI as approved by GE.

Supply, laying and jointing 200 mm nomina bore dia DWC(HDPE double wall corrugated), socketed and sewage pipes having 6.0 M length, conforming to IS 16098 (Part-2) of SN-4 Stiffiness with and including necessary jointing matrials etc complete all as specified and directed. Make : Ultra plus of make : Supreme or equivalent brand, kisan Mouldings pvt ltd or fenotex or DURTON or KAVERI as approved by GE.

Supply, laying and jointing 300 mm nomina bore dia DWC (HDPE double wall corrugated), socketed and sewage pipes having 6.0 M length, conforming to IS 16098 (Part-2) of SN-4 Stiffiness with and including necessary jointing matrials etc complete all as specified and directed. Make : Ultra plus of make : Supreme or equivalent brand, kisan Mouldings pvt ltd or fenotex or DURTON or KAVERI as approved by GE.

Cutting opening around floor trap (wall junction) nahani trap and repairing joint leaking using cement slurry included PCC 1:2:4 B0 type concrete and fixing with CM 1:4 and replacing the damaged traps and making good the surface to match with adjoining area and ensure leak proof joint. Note : Nahani Trap shall be paid separately.

S&F 100 mm dia Cast iron Nahani trap complete all as specified and directed.

Grass Cutting around Manhole and Sewage Line complete all as directed.

Repairs to existing leakage of pipe joints of CI (including lead joint), AC and PVC pipes by cutting out leakage portion and refitting the same with polyshalphate base cement concrete or solvent and ensure leak proof joints /junctions of any bore of pipe.

M&L for RCC Precast cement concrete 1:2:4 type B1 using 20 mm graded crushed stone aggregate as in landings, cover slab (for manholes etc) and similar work including necessary form work and set in CM 1:6 complete all as specified and directed. Note. (a) curing tank should be construeted 4 x 4 x 0.9 m at sitel. (b) steel from work must be used for casting. (c) PCC Platefrom must be construction at site. (d) Mild steel plate surrouding each cover slab . It shoud paid separately and TMT Bar will be be paid separately. (e) Steel re-inforcement shall be measured and paid separately under relevant items.

M&L for Form work rough finished surface to Soffiting of Suspended slab such as roof slab, floor slabs landing and similar work not exceeding 200 mm thickness as directed by Engr-in-Charge.

M&L for Mild Steel TMT bar 10 mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete.

M&L for Mild Steel TMT bar 6-8 mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete.

Mild steel round bars 6 to 8 mm dia and over, 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 0.9mm dia or securing with clips.

Repairing sunken floor leakage by taking out existing nahani trap/floor traps carefully by digging out from its position and provision of new PVC (SWR) nahani trap n.exc 100mm dia and fix with cement concrete 1:2:4 B1 using 20 mm grade crushed stone with WPC mixing in concrete and joining the same to existing waste pipe of any dia and ensure leak proof joints including making good the adjoining area to match with existing floor tiles etc with grating, complete all as specified and as directed.

S&F in repair 127 x 127 Crokroch Trap chromium plated grating Make Prayag Cat FT-24 fixed on floor trap/nahni trap in Cement mortar 1:6, complete all as specified and directed by Engr-in-Charge.

S&F in repair 127 x 127 Crokroch Trap chromium plated grating Make Prayag Cat FT-28 fixed on floor trap/nahni trap in Cement mortar 1:6, complete all as specified and directed by Engr-in-Charge.

S&F in repair 15mm bore bib tap chorime plate alloy with crutch or butterfly handels screwed down for iron pipes or for brass ferrule all as specified and directed by Engr-in-Charge.

S&F in repair 15mm bore stop valves chorime plate alloy screwed down high pressure with crutch or butter fly handles screwed both ends for iron pipe or for union all as specified and directed by Engr-in-Charge.

S&F PVC connection 15mm size with PTMT nuts of length 600mm all as specified and directed by Engr-in-Charge.

Taking down steel tubing and connections incl cleaning for refixing or removal form site for 15mm bore pipe all as specified and directed by Engr-in-Charge.

All as per srl item No 36 here-in-before but 20mm bore pipe all as specified and directed by Engr-in-Charge.

S&F 15mm bore tubes medium grade galvanized with all fitting and fixed complete to walls and ceilings or laid in floors of any length all as specified and directed by Engr-in-Charge. Make:- Jandal/ Prakash /TATA

All as per srl item No 38 here-in-before but 20mm dia all as specified and directed by Engr-in-Charge.

Refixing 15mm bore tubes medium grade galvanized with all fitting and fixed complete to walls and ceilings or laid in floors of any length all as specified and directed by Engr-in-Charge.

All as per srl item No 40 here-in-before but 20mm dia all as specified and directed by Engr-in-Charge.

S&F in repair brass chromium plated bottle trap 32mm bore for wash hand basin with inlet & outlet screwed for pipes or connection including necessary packing union and cap complete all as specified and directed by Engr-in-Charge.

S&F in repair PVC low level flushing cistern complete with siphon handle lever float valve and PVC bend including connecting to ITWC/ ETWC and fixing on wall bracket complete all as specified and directed by Engr-in-Charge.

S&F in repair vitreous china squatting pan white orissa pattern size 580 x 440mm with integral foot rests (excludig flushing cistern & flush pipe) withcast iron trap portion to match with the existing surface of floor all as specified and directed by Engr-in-Charge.

S&F in repair vitreous china semi-pedeestal pattern (Anglo indian type) (excludig flushing cistern & flush pipe) withcast iron trap portion to match with the existing surface of floor all as specified and directed by Engr-in-Charge.

M&L Wash down water closet vitreous china white pedestal pattern with 'P' or 'S' trap including connecting to outgoing drain pipe & to flushing pipe excluding flushing cistern, flush pipe & Seat and cover for padestal complete all as specified and directed.

S&F repair plastic water closet seat, white/ black closed pattern with flat bottom and cover and mild steel chromium plated or aluminized hinging device all as specified and directed by Engr-in-Charge.

S&F in repair Health faucet,( code ALD 573 of Jaquar or eqivalent).

S&F vitreous china wash basin white flat back size 550 x 400mm excluding taps, waste, chain & plug and porcelain stopper but incl brackets all as specified and directed by Engr-in-Charge.

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises.

M&L for non skid ceramic coloured tiles 7 to 8 mm thick area of each tile exceedeing 0.11 N sqm, etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15 mm thick screed bed in CM (1:6).

M&L for Glazed ceramic tiles of size 350 x 250 x 7mm/ 450 x 350 x 7mm thick in vertical surfaces such as dado/ skirting etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 10mm thick rendering in CM 1:4 all as specified.

Cleaning of septic tank by removing septic tank cover, pumping out fluid, removing, sludge/sediments by mechanical means, transporting the fluid/sludge etc in covered containers by manually or mechanically and burying the same in pits where directed including necessary excavation refill and disposal of surplus soil etc complete, cleaning of septic tank with water placing the covers intact, removing bush/ vegetation near by septic tank to an extent of 3 mtrs around all as directed by Engr-in-Charge.

Up to 100 User Septic tank Capacity.

More than 100 user and up to 400 User septic Tank Capacity.

Cleaning/opening of all blockage for the following by mechanically/manually by roding/pumping or any other suitable means of any type and any depth and also to remove the sludge/solid contents out of defence land including covering with a layer of earth and repositioning of the RCC/CI cover slab all as directed by the Engr-in-Charge.

Upto 100mm bore pipe.

Exceeding 100mm bore but not exceeding 150mm bore pipes.

Exceeding 150mm bore but not exceeding 200mm bore pipes.

Cleaning/opening of blockage of mechnically/manually by rodding, pumping or any other suitable means sludge/solids/liquid materials, outside MD land, complete all as specified form the following. Note : (a) The complaint shall be cleared/rectified to the complete satisfaction of Engr-in-Charge within the same day. (b) Four sweeper with T&P/mechanical equipments shall be provided by contractor on each working day for 08 hours per day per sweeper to clear any type of blockage for manholes, gully trap, Nahani trap, bottle trap, WC etc on day to day complaint basis by user. (c) The contractor representative alongwith four sweepers will report at 0900 hrs to the sub division for complaints and submit completion report at 1700 hrs everyday. (d) Complaint should be completed within 24 hrs otherwise penalty will be charged @ Rs 100.00 per complaint (e) All the safety measures shall be taken by the Contractor as per safety code.

Water closets any description and cutting hole for outlet pipe and cutting smalls plants and grass and proper fixing with CM 1:3 and including trap and CI/PVC pipe line upto first manhole.

Floor trap/ Nahani trap upto and including gully traps.

Pipe from gully trap upto first man hole (excluding gully traps).

Demolition of concrete ground floors and pavings n. exc 15cm thickness (below or above ground level) unreinforced.

Demolition of reinforcement Cement concrete ground floors and pavings n. exc 15cm thickness (below or above ground level).

Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed.

M&L for Precast cement concrete block soild blocks PCC 1:2:4 type B-1 using 20 mm aggregated masonry with exc 10 cm in width and setting in cement mortar 1:4 complete all as specified and directed. Note. (a) curing tank should be construeted 4 x 4 x .9 m at site. (b) steel from work must be used for casting. (c) PCC Platefrom must be construction at site. (d) Mild steel plate surrouding each cover slab. It shoud paid separately and TMT Bar will be be paid separately.

M&L for Precast cement concrete block soild blocks PCC 1:3:6 type C-1 using 20 mm aggregated masonry with exc 10 cm in width and setting in cement mortar 1:6 complete all as specified and directed. Note. (a) curing tank should be construeted 4 x 4 x .9 m at site. (b) steel from work must be used for casting. (c) PCC Platefrom must be construction at site. (d) Mild steel plate surrouding each cover slab. It shoud paid separately and TMT Bar will be be paid separately.

M&L Brick work using old bricks with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and directed. (only for soak well).

M&L broken bricks of guage not exceeding 63mm for loose fillling in soakage pit, soakage wells complete all as specified and directed.

M&L Brick work using old bricks with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:4 in half brick thick wall complete all as specified and directed.

Supply only liquid water proofing compound ISI marked.

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

M&L for rendering on fair faces of brick work or concrete surface of wall 15mm thick in CM 1:6 and to be finished even and smooth without using extra cement complete all as specified and directed.

M&L 15 mm thick rendering in CM 1:4 on external surfaces of walls & top surfaces of chajja/roof/ceiling mixed with liquid water proofing compound as per manufacturer's instn surface finished even and smooth without using extra cement. Note. WPC shall be measured and paid seperately.

Taking out removing rubbish and including CM 1:3 broken glass coping on top of walls.

M&L for PCC 1:2:4 B-2 Type using 20 mm graded crushed stone aggregate Cement concrete in surface channels and drains.

M&L for RCC 1:2: 4 B-1 20 mm aggregate as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses.

M&L for RCC 1:2: 4 B-1 20 mm aggregate as Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass.

M&L for Formwork rough finished surface to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or batter.

M&L for Formwork rough finished surface to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter.

Demolition & breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in CM Internal dia of pipe 450 mm.

M&L Cement concrete 1:4:8 type D2 450 mm bore for concrete bed to drain pipes including packing under and haunching against the side of pipes.

S&F reinforced concrete pipes, 150 mm bore class NP2 laid Jointed complete with collars.

S&F reinforced concrete pipes, 300 mm bore class NP2 laid Jointed complete with collars.

S&F reinfocred concrete pipes, 450 mm bore class NP2 laid Jointed complete with collars.

Demolition of cement concrete un-reinforced in ground floor and paving n. exc 15cm thick (below or above ground level) complete all as specified and directed.

Demolition of cement concrete reinforced in ground floor and paving n. exc 15cm thick (below or above ground level) complete all as specified and directed.

M&L for 1:2:4 type B-0 using 12.5 mm grade aggregate set in CM 1:4 precast cement concrete louvres and jallies, 35mm thick (mea sured solid), including all mould- ings including necessary work complete all as specified and directed.

M&L for 1:2:4 type B-0 using 12.5 mm grade aggregate set in CM 1:4 Providing precast cement concrete in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone wallin).corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in mortar complete with joints to match.

Excavating in post holes (or similar holes) in soft/loose soil each n. exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n. exc 50 m and making good surface.

Providing reinforced cement concrete type B-1, 1:2:4 (20 mm graded aggregate) in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area n. exc 100 sq. cm, with or without chamfered angles and flat, splayed, rounded or mitred tops as directed and fixed. Note- Steel re-inforcement shall be measured and paid separately under relevant item.

S&F Mild steel posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., conforming to Fe 410-0 or Fe 310-0.

Mild steel round bars 6 to 8 mm dia and over, 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 0.9mm dia or securing with clips.

S&F Mild steel screw bolts 12mm dia (machine made) with hexagonal or square heads 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, length of bolt n. exc 10cm.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire.

Supply only Chain link MS galvanised fencing, any size or type.

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

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 conforming to Fe.290.Gde-E-165.

M&L for Steel Concentrina coil of super profile of 600 mm dia stress in position hot dipped Galvanised steel wire coated with CLR ante corrosive paint making dimond shape with the help of dove tail clip (18 SWG) the coil fixed with razor wire at points were coil touch the bottom layer wire with help of hog rings(14 SWG) with and including all fittings like fastener, clips, luggs rings etc as approved by Engr-in Charge complete and all as specified and directed.

M&L two coat of syntetic enamel paint over new steel surface of any description over 10cm in width or grith not otherwise described over one coat red oxide primer including preparation of surfaces complete.

M&L two coat of syntetic enamel paint over new steel surface of any description n. exc 10 cm in width or girth not otherwise described over one coat red oxide primer including preparation of surfaces complete.

Taking down of eves gutter pipes of any size or pattern including all fittings etc complete all as specified and directed.

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

All as per item srl No 96 here-in-before but 75mm bore complete all as specified and directed.

All as per item srl No 96 here-in-before but 40 mm bore complete all as specified and directed.

S&F PVC (SWR) bends ISI marked any radius of 110 mm bore with access door complete all as specified and directed.

S&F PVC (SWR) bends ISI marked any radius of 75 mm bore with access door complete all as specified and directed.

S&F PVC (SWR) bends ISI marked any radius of 40 mm bore with access door complete all as specified and directed.

S&F PVC (SWR) junction single, (single T) equal or un equal of 110 mm bore of pipe complete all as specified and directed.

S&F PVC (SWR) junction single, (single T) equal or un equal of 75 mm bore of pipe complete all as specified and directed

S&F PVC (SWR) branch pices (single Y) equal of 110 mm bore of pipe complete all as specified and directed.

S&F PVC (SWR) branch pices (single Y) equal or un equal of 75 mm bore of pipe complete all as specified and directed

S&F PVC (SWR) junction single, (double T) equal or un equal of 110 mm bore of pipe complete all as specified and directed.

S&F PVC (SWR) junction single, (double T) equal or un equal of 40 mm bore of pipe complete all as specified and directed.

M&L PVC (SWR) floor trap 75 mm, setting and jointing with solvent cement complete all as specified and directed.

M&L PVC (SWR) mulit trap 75 mm, setting and jointing with solvent cement complete all as specified and directed.

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

M&L for colour rubber moulded Chequered cement concrete tiles 30cm x 30cm x 25mm thick set, jointed and pointed in neat cement slurry in floors with white cement and pigments complete.

M&L for sand filling under floors or in foundation including watering and consolidation complete all as specified and directed.

Fixing only Machine pressed precast cement concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade.

M&L for Machine pressed precast cement concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade.

M&L for Machine pressed precast cement concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade.

RESTRICTED AREA

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and getting out in any type of soil etc complete all as specified and directed.

Excavating over areas, n. exc 1.5 m deep and getting out in any type of soil etc complete all as specified and directed.

Excavation in trenches not exceeding 1.5m wide for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and exceeding 1.5m depth but not exceeding 3.0 depth getting out in any type of soil etc complete all as specified and directed.

Returning, filing in, excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm etc complete all as specified and directed.

Removal of excavated materials not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and directed.

Demolition and breaking up drain pipe (salt glazed stone ware, AC or reinforced concrete ) set in cement mortor for 100 mm internal dia of pipe complete all as specified and directed.

Demolition and breaking up drain pipe (salt glazed stone ware, AC or reinforced concrete ) set in cement mortor for 150 mm internal dia of pipe complete all as specified and directed.

Demolition and breaking up drain pipe (salt glazed stone ware, AC or reinforced concrete ) set in cement mortor for 200 mm and above internal dia of pipe complete all as specified and directed.

M&L for PCC 1:4:8 type D2 using 40mm graded crushed stone aggregate as in foundation filling and mass concrete complete all as specified and directed.

M&L for PCC (1:3:6) type C-2 using 40mm graded crushed stone aggregate as in foundation & mass concrete.

M&L for PCC 1:2:4, type B-1 using 20 mm graded crushed stone aggregate as in coping, benching, bed block, lintel band, plinth courses etc and similar work including necessary form work complete all as specified and directed.

M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 100 mm bore of pipe with cement concrete 1:3:6 type D-2 using 40mm graded stone aggregate complete all as specified and directed.

M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 150 mm bore of pipe with cement concrete 1:3:6 type D-2 using 40mm graded crushed stone aggregate complete all as specified and directed.

M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 200 mm bore of pipe with cement concrete 1:3:6 type D-2 using 40mm graded crushed stone aggregate complete all as specified and directed.

M&L for SGSW drain pipes grade "A" laid in trenches of 100 mm internal diameter of pipe and jointed as specified complete all as specified and directed.

M&L for SGSW drain pipes grade "A" laid in trenches of 150 mm internal diameter of pipe and jointed as specified complete all as specified and directed.

M&L for SGSW drain pipes grade "A" laid in trenches of 200 mm internal diameter of pipe and jointed as specified complete all as specified and directed.

Supply, laying and jointing 150 mm nomina bore dia DWC (HDPE double wall corrugated), socketed and sewage pipes having 6.0 M length, conforming to IS 16098 (Part-2) of SN-4 Stiffiness with and including necessary jointing matrials etc complete all as specified and directed. Make : Ultra plus of make : Supreme or equivalent brand, kisan Mouldings pvt ltd or fenotex or DURTON or KAVERI as approved by GE.

Supply, laying and jointing 200 mm nomina bore dia DWC (HDPE double wall corrugated), socketed and sewage pipes having 6.0 M length, conforming to IS 16098 (Part-2) of SN-4 Stiffiness with and including necessary jointing matrials etc complete all as specified and directed. Make : Ultra plus of make : Supreme or equivalent brand, kisan Mouldings pvt ltd or fenotex or DURTON or KAVERI as approved by GE.

Supply, laying and jointing 300 mm nomina bore dia DWC(HDPE double wall corrugated), socketed and sewage pipes having 6.0 M length, conforming to IS 16098 (Part-2) of SN-4 Stiffiness with and including necessary jointing matrials etc complete all as specified and directed. Make : Ultra plus of make : Supreme or equivalent brand, kisan Mouldings pvt ltd or fenotex or DURTON or KAVERI as approved by GE.

Cutting opening around floor trap(wall junction ) nahani trap and repairing joint leaking using cement slurry included PCC 1:2:4 B0 type concrete and fixing with CM 1:4 and replacing the damaged traps and making good the surface to match with adjoining area and ensure leak proof joint. Note : Nahani Trap shall be paid seperately.

S&F 100 mm dia Cast iron Nahani trap dittio.

Grass Cutting around Manhole and Sewage Line complete all as directed.

Cleaning of septic tank by removing septic tank cover, pumping out fluid, removing, sludge/sediments by mechanical means, transporting the fluid/sludge etc in covered containers by manually or mechanically and burying the same in pits where directed including necessary excavation refill and disposal of surplus soil etc complete, cleaning of septic tank with water placing the covers intact, removing bush/ vegetation near by septic tank to an extent of 3 mtrs around all as directed by Engr-in-Charge.

Up to 100 User Septic tank Capacity.

More than 100 user and up to 400 User septic Tank Capacity.

Repairs to existing leakage of pipe joints of CI (including lead joint), AC and PVC pipes by cutting out leakage portion and refitting the same with polyshalphate base cement concrete or solvent and ensure leak proof joints /junctions of any bore of pipe.

Cleaning/opening of all blockage for the following by mechanically/manually by roding/pumping or any other suitable means of any type and any depth and also to remove the sludge/solid contents out of defence land including covering with a layer of earth and repositioning of the RCC/CI cover slab all as directed by the Engineer-in-Charge.

Upto 100mm bore pipe.

Exceeding 100mm bore but not exceeding 150mm bore pipes.

Exceeding 150mm bore but not exceeding 200mm bore pipes.

Cleaning/opening of blockage of mechnically / manually by rodding, pumping or any other suitable means sludge/solids/liquid materials, outside MD land, complete all as specified form the following. Note (a) The complaint shall be cleared/rectified to the complete satisfaction of Engineer-in-Charge within the same day. (b). Four sweeper with T&P/ mechanical equipments shall be provided by contractor on each working day for 08 hours per day per sweeper to clear any type of blockage for manholes, gully trap, Nahani trap, bottle trap, WC etc on day to day complaint basis by user. (c) The contractor representative alongwith four sweepers will report at 0900 hrs to the sub division for complaints and submit completion report at 1700 hrs everyday. (d) Complaint should be completed within 24 hrs otherwise penalty will be charged @ Rs 100.00 per complaint (e) All the safety measures shall be taken by the Contractor as per safety code.

Water closets any description and cutting hole for outlet pipe and cutting smalls plants and grass and proper fixing with CM 1:3 and including trap and CI/PVC pipe line upto first manhole.

Floor trap/ Nahani trap upto and including gully traps.

Pipe from gully trap upto first man hole (excluding gully traps).

Demolition of concrete ground floors and pavings n. exc. 15cm thickness (below or above ground level) unreinforced.

Demolition of reinforcement Cement concrete ground floors and pavings n. exc. 15cm thickness (below or above ground level).

Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed.

M&L for Precast cement concrete block soild blocks PCC 1:2:4 type B-1 using 20 mm aggregated masonry with exc 10 cm in width and setting in cement mortar 1:4 complete all as specified and directed. Note. (a) curing tank should be construeted 4 x 4 x .9 m at site. (b) steel from work must be used for casting. (c) PCC Platefrom must be construction at site. (d) Mild steel plate surrouding each cover slab . It shoud paid separately and TMT Bar will be be paid separately.

M&L for Precast cement concrete block soild blocks PCC 1:3:6 type C-1 using 20 mm aggregated masonry with exc 10 cm in width and setting in cement mortar 1:6 complete all as specified and directed. Note. (a) curing tank should be construeted 4 x 4 x .9 m at site. (b) steel from work must be used for casting. (c) PCC Platefrom must be construction at site. (d) Mild steel plate surrouding each cover slab . It shoud paid separately and TMT Bar will be be paid separately.

M&L Brick work using old bricks with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and directed. (only for soak well).

M&L broken bricks of guage not exceeding 63mm for loose fillling in soakage pit, soakage wells complete all as specified and directed.

M&L Brick work using old bricks with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:4 in half brick thick wall complete all as specified and directed.

Supply only liquid water proofing compound ISI marked.

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

M&L for rendering on fair faces of brick work or concrete surface of wall 15mm thick in CM 1:6 and to be finished even and smooth without using extra cement complete all as specified and directed.

M&L 15 mm thick rendering in CM 1:4 on external surfaces of walls & top surfaces of chajja/roof/ceiling mixed with liquid water proofing compound as per manufacturer's instn surface finished even and smooth without using extra cement. Note. WPC shall be measured and paid seperately.

Taking out removing rubbish and incl CM 1:3 Broken glass coping on top of walls.

M&L for PCC 1:2:4 B-2 Type using 20 mm graded crushed stone aggregate Cement concrete in surface channels and drains.

M&L for RCC 1:2: 4 B-1 20 mm graded crushed stone aggregate as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses.

M&L for RCC 1:2: 4 B-1 20 mm graded crushed stone aggregate as Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass.

M&L for Formwork rough finished to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or batter.

M&L for Formwork rough finished to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter.

Demolition & breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in CM Internal dia of pipe 450 mm.

M&L Cement concrete 1:4:8 type D2 450 mm bore for concrete bed to drain pipes including packing under ,and haunching against the side of pipes.

M&L for Precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc) and similar work including necessary form work and set in CM 1:6 complete all as specified and directed. Note. (a) curing tank should be construeted 4 x 4 x .9 m at site. (b) steel from work must be used for casting. (c) PCC Platefrom must be construction at site. (d) Mild steel plate surrouding each cover slab. It shoud paid separately and TMT Bar will be be paid separately.

M&L Formwork rough finished surface to Soffiting of Suspended slab such as roof slab, floor slabs landing and similar work not exceeding 200 mm thickness as directed by Engr-in-Charge.

M&L for Mild Steel TMT bar 10 mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete.

M&L for Mild Steel TMT bar 8 mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete.

Repairing sunken floor leakage by taking out existing nahani trap/floor traps carefully by digging out from its position and provision of new PVC (SWR) nahani trap n. exc 100mm dia and joining the same to existing waste pipe of any dia and ensure leak proof joints including making good the adjoining area to match with existing floor tiles etc with PVC NT/FT grating, complete all as specified and as directed.

S&F reinfored concrete pipes, 150 mm bore class NP2 laid Jointed complete with collars.

S&F reinfored concrete pipes, 300 mm bore class NP2 laid Jointed complete with collars.

S&F reinfored concrete pipes, 450 mm bore class NP2 laid Jointed complete with collars.

Demolition of cement concrete un reinforced in ground floor and paving n. exc 15cm thick (below or above ground level) complete all as specified and directed.

Demolition of cement concrete reinforced in ground floor and paving n. exc 15cm thick (below or above ground level) complete all as specified and directed.

M&L for 1:2:4 type B-0 using 12.5 mm grade aggregate set in CM 1:4 precast cement concrete louvres and jallies, 35mm thick (mea sured solid), including all mould- ings including necessary work complete all as specified and directed.

M&L for 1:2:4 type B-0 using 12.5 mm grade aggregate set in CM 1:4 Providing RCC precast cement concrete in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings, kneelers, apex stones, pier caps,columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone wallin).corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in mortar complete with joints to match.

Excavating in post holes (or similar holes) in soft/loose soil each n. exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n. exc 50 m and making good surface.

Providing reinforced cement concrete type B-l, 1:2:4 (20 mm graded aggregate) in RCC precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area n. exc 100 sq. cm, with or without chamfered angles and flat, splayed, rounded or mitred tops as directed and fixed.

S&F Mild steel posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., conforming to Fe 410-0 or Fe 310-0.

Mild steel round bars 6 to 8 mm dia and over, 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 lessthan 0.9mm dia or securing with clips.

S&F, Mild steel screw bolts 12mm dia (machine made) with hexagonal or square heads 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, length of bolt n exc 10cm.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire.

Supply only Chain link MS galvanised fencing, any size or type.

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

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 conforming to Fe.290 Gde-E-165.

M&L for Steel Concentrina coil of super profile of 600 mm dia stress in position hot dipped Galvanised steel wire coated with CLR ante corrosive paint making dimond shape with the help of dove tail clip (18 SWG) the coil fixed with razor wire at points were coil touch the bottom layer wire with help of hog rings(14 SWG) with and including all fittings like fastener, clips, luggs rings etc as approved by Engr-in-Charge complete and all as specified and directed.

M&L two coat of syntetic enamel paint over new steel surface of any description over 10cm in width or grith not otherwise described over one coat red oxide primer including preparation of surfaces complete.

M&L two coat of syntetic enamel paint over new steel surface of any description n. exc 10 cm in width or girth not otherwise described over one coat red oxide primer including preparation of surfaces complete.

M&L for colour rubber moulded Chequered cement concrete tiles 30cm x 30cm x 25mm thick set, jointed and pointed in neat cement slurry in floors with white cement and pigments complete.

M&L for sand filling under floors or in foundation including watering and consolidation complete all as specified and directed.

M&L for RCC 1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in slab supported on wall, beam and column in floors, roofs, landings, balconies, canopies and in shelves and similar work 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, benching, bed block, lintel band, plinth courses etc and similar work including necessary form work complete all as specified and directed.

Dismantling floor, hearth or wall tiling in-cluding cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises.

M&L for Machine pressed precast cement concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade.

M&L for Machine pressed precast cement concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade.

M&L for non skid ceramic coloured tiles 7 to 8 mm thick area of each tile exceedeing 0.11 n sqm, etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15 mm thick screed bed in CM (1:6).

M&L for Glazed ceramic tiles of size 350 x 250 x 7mm / 450 x 350 x 7mm thick in vertical surfaces such as dado/ skirting etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 10mm thick rendering in CM 1:4 all as specified.

Taking down of eves gutter, rain water pipes of any size or pattern including all fittings etc complete all as specified and directed.

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

All as per srl item No 197 here-in-before but 75mm bore complete all as specified and directed.

All as per srl item No 197 here-in-before but 40 mm bore complete all as specified and directed.

S&F PVC (SWR) bends ISI marked any radius of 110 mm bore with access door complete all as specified and directed.

S&F PVC (SWR) bends ISI marked any radius of 75 mm bore with access door complete all as specified and directed.

Schedule of credit amount of Rs. 1,40,353.00 to be deducted during AOC

Hemwala construction co.

M/S RAJ BUILDERS