Repair and Replacement of Sewage lines,Cleaning desluding of Manholes, Chambers, Septic tank/sokage wells and Repair of Boundary wall, Fencing, Path, Hardstanding, Drain, Culvert and other associated works at RMS Dholpur under GE Bharatpur

Amount

Excavating in trenches not exc 1.5m wide and not exc 1.5 mtr in depth for foundation, etc or for shafts, wells, cesspits,manholes,pierholes,etc not exc10 sqm on plan and not exc 1.5 mtr in depth and getting out soft/ disintegrated rock complete all as specified and as directed by Engineer in Charge.

Returning filling including spreading levelling, watering and well ramming in layers n. exc 25cm complete all as specified and as directed by Engineer in Charge.

Removal of excavated rock to a distance n. exc 50m and deposited where directed n. exc 1.5m above the starting point complete all as specified and as directed by Engineer in Charge.

Cutting existing manholes for connection new drain pipe 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 benching as required internal dia of pipe 150mm complete all as specified and as directed by Engineer in Charge.

Demolition and breaking up drain pipes (Salt glazed ware, AC or Re- inforced concrete) set in cement mortar 150 mm dia of pipe complete all as specified and as directed by Engineer in Charge.

M&L for 150 mm internal diameter if pipe Reinforced concrete pipes, class NP-2, laid and jointed complete with colars complete all as specified and as directed by Engineer in Charge.

M&L for 150mm internal diameter if pipe Salt Glazed stoneware drain pipes laid in trenches and jointed complete all as specified and as directed by Engineer in Charge.

M&L for concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in, cement concrete 1:4:8 bore of pipe 150 mm dia.complete all as specified and as directed by Engineer in Charge.

Provide 01 nos safaiwala to MES complaint cell at 8:30 AM to 17:00 PM every day including sunday and Holiday to attend day to day emergency complaints of sewage line cleaning.,removal of blockage in WCs, urinals, bathroom, gully traps and in manholes etc all as specified and directed by Engr-in- Charge

Demolition of cement concrete ( reinforced) in gd floor and paving n.exc 15 cm thickness below or above the ground level complete all as specified and as directed by Engineer in Charge.

M&L Precast reinforced cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone agg) as in landings , cover slabs for man holes etc) chullah hood, chajjas , water troughs mangers ,shelves and similar articles with plain faces ans setting in mortar 1:4 complete all as specified and directed.( reinforcement shall be measured seperately)

Mild steel TMT bars 10mm dia and over cut to length, bent to shape reqd incl cranking, bending spirally for hooping for columns hooking ends and binding with MS wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to Fe-410-0 or Fe-310-0 complete all as specified and as directed by Engineer in Charge.

Ditto all as per Srl item No 12 but 6mm to 8mm dia complete all as specified and as directed by Engineer in Charge.

Cleaning of Manhole and septic tanks of any capacity ,cleaning sludge from manholes and compartment of septic tank,including intercepting chambers and washing down with water complete and removing the sludge in to the groundby digging trench and covering with earthafter the measurment aii as directed . Note-measurment shall be taken on the net fully dried sludge in closely packed stacks on level ground complete all as specified and as directed by Engineer 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 complete all as specified and as directed by Engineer in Charge.

Non skid coloured ceramic tiles area of each tiles exceeding 0.06 Sqm but not exceeding 0.11 sqm (300x300) 6 to 7 mm thick joint less in floor/skirting set in neat cement slurry and pointed with coloured/white cement to match the surface over 15mm thick screed bed in C:M 1:6 complete all as specified and as directed by Engineer in Charge.

M & L Glazed ceramic tiles in vertical surface 300x 200x 7 mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match the surface over 10 mm thick CM 1:4 complete all as specified and as directed by Engineer in Charge.

S&F as in repair vitreous china squatting pan (Orissa pattern) water closet (white) size 580mmx440mm with integral foot rests (excluding flushing cistern and flush pipe) complete including connection to trap and flushing pipe antisyphonage pipe etc including provision of PCC (1:7:12) type F2 in filling complete all as specified and as directed by Engineer in Charge. Make : M/S Hindustan sanitary ware and Industries Ltd / M/S EID Parry (India)/Cera/M/S Johnson, H & R India Ltd/Parry ware

S/F in repair Vitreous China wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) complete all as specified and as directed by Engineer in Charge.

S/F in repair Vitreous China wash basin, white, flat back, size 550x400mm but including brackets, coupling and waste pipe complete all as specified and as directed by Engineer in Charge.

S&F in repairs plastic water closet seat cover (any colours) closed pattern, with mild steel chromium plated or aluminium hinges device complete all as specified and as directed by Engineer in Charge.

S&F in repairs 10 Ltrs PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets. complete all as specified and as directed by Engineer in Charge.

S&F in reapir Hand Shower (health faucet) ABS chrome plated with 8mm dia 1.20 meter long flexible tube and wall hook Code No ALD CHR 573 Make Jaquar or equivalent. complete all as specified and as directed by Engineer in Charge.

Cleaning and removing all scale and dirt etc from tanks exc 250 ltr and nexc 500 Ltr and from mouths of circuling pipes, Disconnecting existing tanks, setting aside (or lowering if required) if required reconnecting and re-fixing in position complete all as specified and as directed by Engineer in Charge..

S&F in repair Vitreous China urinal, half stall type, white( excludig flushing cistern, flush pipe and waste pipe) basin only inculding connection to flushing pipe and outgoing pipes complete all as specified and as directed by Engineer in Charge.

S&F in repair Vitreous China urinal, flat back, white bowl urinal flat back, size of 465 x 355 x 265 mm white (minimum), with grating and union for discharge pipe (excluding flushing cistern, flush pipe and waste pipe)

S&F in repair PVC waste pipe flexible type suitable for couplings 32 / 40 mm dia and 750 mm long complete all as specified and as directed by Engineer in Charge. MAKE:- PRAYAG or equivalent make approved by the GE.

S&F in repair PVC connection 15 mm size with PTMT nuts of length 450 mm complete all as specified and as directed by Engineer in Charge.

Taking down eaves gutter and rain water pipes (any size or pattern) including all fittings, heads, shoes,bends,swan-necks etc including cleaning or refixing or romoval to store complete all as specified and as directed by Engineer in Charge.

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

S&F PVC (SWR) floor trap plain including jointing with solvent cement 75 mm dia complete all as specified and as directed by Engineer in Charge.

S&F PVC (SWR) reducer of 110 mm dia complete all as specified and as directed by Engineer in Charge.

S&F PVC (SWR) vent cowl 75 mm bore complete all as specified and as directed by Engineer in Charge.

S&F PVC (SWR) junction single (single T) equal or unequal provided with access door of 110 mm dia complete all as specified and as directed by Engineer in Charge.

S&F PVC SWR bends of 110 mm bore complete all as specified and as directed by Engineer in Charge.

S&F PVC SWR bends of 75 mm bore complete all as specified and as directed by Engineer in Charge.

S&F in repair PVC SWR pipes 110 mm bore single socketed in any length with rubber ring joint fixed to wall or laid in trenches or in floors with steel clamps all as specified and directed . Make : Supreme/ Finolex.

S&F in repair PVC SWR pipes 75 mm bore single socketed in any length with rubber ring joint fixed to wall or laid in trenches or in floors with steel clamps all as specified and directed.

Demolition of brick work or stone/bolder masonary, built in cement mortar including all quions, arches, pillars,etc, but excluding ashlar facings, dressed stone work and precast concrete articles.

Dismantling structural steel work including doors,gates but excluding framed truss etc complete all as specified and as directed by Engineer in Charge.

M&L for walling of random rubble, uncoursed well bonded bedded, and solidily hearted, built in cement mortar 1:6 complete all as specified and as directed by Engineer in Charge.

M&L for walling of random rubble, uncoursed well bonded bedded, and solidily hearted, built in cement mortar 1:6 except stone complete all as specified and as directed by Engineer in Charge.

Extra over stone walling for hammer dressing to face stones and dressing,of face beds and joints, as specified, of random rubble walling uncoursed or brought up to courses with maximum depression on face from straight edge held against the dressed surface n. exc. 40 mm, on lime or sand stones.

M&L for plain cement concrete type B1 1:2:4 (20 mm graded aggregate) as in lintels upto 1.5 m clear sp and other similar bands, plinth courses, string courses,parapets and railings upto 60 cm in height, copings, kneelers, apex stones bed plates, water troughs and the like including weathering, slightly rounded or chamfered anglesand throating, complete all as specified and as directed by Engineer in Charge.

Raking out joint of pointing to random rubble or polygonal rubble, un-coursed or brought up to courses built in cement mortar complete all as specified and as directed by Engineer in Charge.

M&L for Flush pointing to Random rubble masonry, uncoursed or brought up to courses in cement mortar 1:4 complete all as specified and as directed by Engineer in Charge.

Taking down cement plaster on stone/brick walls incl raking out joints, hacking for key, scrubbing down with water etc.complete all as specified and as directed by Engineer in Charge.

M&L for rendering 15 mm thick on stone masonary surfaces or surfaces other than fair face of brick work or on one side of lathing in cement mortar 1:4, finished even and smooth without using extra cement.complete all as specified and as directed by Engineer in Charge.

M&L for two coats of cement base paint on new surfaces of walls, white or tionted including preparation of surfaces.

Demolition of stone slabs and tiles of any description or thickness laid bedded and pointed in any mortar in floors, aprons etc.

M&L for 40 mm thick Rough dressed sand stone slab flooring, bedded and jointed in cement mortar 1:6 and pointed in cement mortar 1:3.

M&L for 40 mm thick Rough dressed sand stone slab flooring, bedded and jointed in cement mortar 1:6 and pointed in cement mortar 1:3. except stone

M&L for screed bed or bedding layer of mortar 15mm thick in cement mortar 1:4 for laying other floor finishes. complete all as specified and as directed by Engineer in Charge.

M & L PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation or mass concrete complete all as specified and as directed by Engineer in Charge.

Demolition of cement concrete in ground floor and pavings not exc 15cm thickness below or above ground level, including removal of debries all as specified and directed by Engr-in- Charge

M&L for Machine pressed precast concrete interlocking paver block with gray cement and no pigment any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade. complete all as specified and as directed by Engineer in Charge.

M&L for Machine pressed precast concrete interlocking paver block with gray cement and pigment any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade all as specified and directed by Engr-in- Charge

Supply only for fine aggregate (sand) set over 25 mm thick sand cushion complete all as specified and as directed by Engineer in Charge. Note : sand measured separately.

M&L for 75 mm thick plain cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggregate) as in plinth protection including finished even and smooth without using extra cement and all as directed by Engr-in-charge.

M&L for Providing 35 mm thick precast cement concrete louvers and jallies of mix 1:2:4, type B0, using 12.50 mm graded stone aggregate, including moulding but excluding frame set in CM 1:4 complete all as specified and as directed by Engineer in Charge.

Providing reinforced cement concrete type B1, 1:2:4 (20 mm graded aggregate) in pre cast posts,fencing posts,straining or terminal post,strut etc . For fencing average sectional area not exc 100 not exc 250Sqcm with or without chamfered angles and flat splayed rounded or mitred tops as directed and fixed.

M&L out Forming mortice holes exc 50 cu cm but not exc 100cucm for balusters newels,rag bolts, etc and grouting with cement mortar 1:2 after baluster etc complete all as specified and as directed by Engineer in Charge.

Brick work with sub- class 'B' bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4 complete all as specified and as directed by Engineer in Charge.

M&L for rendering 10 mm thick on fair faces of brick work or concrete surfaces of cement mortar 1:4, finished even and smooth without using extra cement. complete all as specified and as directed by Engineer in Charge.

Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion and making good disturbed ground. complete all as specified and as directed by Engineer in Charge.

M & L PCC 1:3:6 Type C 2 using 40mm graded stone aggregate as in foundation .complete all as specified and as directed by Engineer in Charge.

S&F Mild steel work as in hand rails, half round or other stock section or core for wooden hand rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, noising to steps including embeding in concrete and screwing etc wind ties for roof including securingm bolts, 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, and similar work confirming to Fe-290 Gde-E-165 complete all as specified and as directed by Engineer in Charge.

Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding,with and including either hooks,and hinges or steel hanging,door fittings (exclusive of steel sheeting or other covering,running rails and guides) and,hanging; also fastening and,fixing complete all as specified and directed by Engr-in- Charge

S&F 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 confirming to Fe-290 Gde-E-165.

S&F in repair 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 crossings with and provision of galvanised mild steel wire, staples or steel pins etc as directed (each line of wire to be measured).

Restraining, resecuring including making good 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 crossings with and provision of galvanised mild steel wire, staples or steel pins etc as directed (each line of wire to be measured).

M&L preparation of newly steel surface and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and as directed by Engineer in Charge.

Dismantling of chain link fencing of any description from post including line wire etc complete all as specified and as directed by Engineer in Charge.

Supply only chain link fencing made out of mild steel galvanised wire, conforming to IS 2721 complete all as specified and as directed by Engineer in Charge. Note:- Fixing only fencing will be measured and paid separately.

Fixing only chain link fencing of description fixed to steel post with mild steel flat & nut bolt etc. complete all as specified and as directed by Engineer in Charge. Note: (i)Supply only fencing will be measured and paid separately. (ii)Supply and fix mild steel nut bolt, line wire and flat will be measured and paid separately.

S&F Mild steel screw bolts (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, n exc 5cm long & dia of shank 11 to 15 mm long. complete all as specified and as directed by Engineer in Charge.

M/S RAJESH MISHRA