REPAIRS TO SEWAGE LINE MANHOLES ETC ROAD AND MISC WORKS AT OTM ACCN AND MARRIED ACCN OF CAMERO COMPLEX UNDER AGE BR II AT SUBROTO PARK

Amount

M&L for cleaning of sewar lines in any position of dia 100 mm to 300 mm in any depth by mechanically using water fitting hydraulic operated high pressure suction cum jetting sewer cleaning machine having jetting tank capacity of 3000 ltrs and 260 LPM with min 145 bar, suction flow of 10200 LPM including skilled driver & operator, supervising Engineer for cleaning of chocked sewer line including providing water for jetting means removing all sludge and solid, semi-solid or sludge or any shape from sewer line and manholes by blocking the line from one manhole to other manholes and cleaning the line by flushing with water including loading and removing the taken out sludge/organic/inorganic material in covered transort and disposing the same out side MOD land complete all as specified and directed. Note - 1. After reciving complaint from MES Rep by Contractor's supervisor / Site Engineer, job to be completed within 12 working hours. 2. Maximum of 750 RM will be cleaned in a single working day by the Jetting machine,The cleaned sewage line has to be maintained and keep fully functional by removing and type of blockage,For any damage/casualty occured during working in sewer line or MH or at Other work shall be the responsiblity of the contractor and the contractor shall take all preventive measures / efforts for working in sewer work). Cleaning of blockage from sewage lines between manholes & removing the accumulated sludge from site & disposing away from domestic premises, any diamenter of pipe all as specified and directed.

Dewatering/desludging of septic tanks, Grease trap, Manholes etc of any depth, cleaning of all sludge, silt residue of both organic and inorganic nature by Mechanically used Hydraulic suction sewer cleaning machine having suitable tank capacity including skilled driver, operatror & labour etc and disposal off the same out side the defence area notified by Municipal Corporation of Delhi all as directed by Engr-in-Charge. Note - 1. After reciving complaint from MES Rep by Contractor's supervisor / Site Engineer, job to be completed within 12 working hours. 2. Sludge only shall be measured for payments

Cleaning of blockage from manholes of any size & depth by removing cover slab & refixing in position including removal of sludge & sediments from manholes & disposing it away from the domestic premisesall as specified and directed.

Cleaning of blockage from Nahani traps/ floor traps/Gully traps and connecting pipes in bath rooms kitchen etc. in ground floors/ upper floors including taking out the gratings and refixing the same as reqiured all as specified and directed.

Cleaning of blockage from water closets and connecting pipe lines in ground/ upper floors including refixing of old lid of bends etc in position all as specified and directed.

Cleaning of blockage from Drains of any size & depth by removing cover slab & refixing in position including removal of sludge & sediments from drains disposing it away from the domestic premisesall as specified and directed.

Demolition and breaking up drain pipes (salt glazed drain pipes, AC or RCC) set in cement mortar internal dia of pipes 100 mm all as specified and directed.

Demolition and breaking up drain pipes (salt glazed drain pipes, AC or RCC) set in cement mortar internal dia of pipes 150 mm all as specified and directed.

Demolition and breaking up drain pipes (salt glazed drain pipes, AC or RCC) set in cement mortar internal dia of pipes 200 mm all as specified and directed.

Demolition and breaking up drain pipes (salt glazed drain pipes, AC or RCC) set in cement mortar internal dia of pipes 250/300 mm all as specified and directed.

Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for.

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

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) & removing serviceable tiles to store and rubbish off the premises out side MD land complete all as specified and directed by Engineer-in-charge

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

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

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for manholes etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil all as specified and directed.

-Ditto- as item above but soft/disintegrated rock

-Ditto- as item No16 but depth exc 1.5m but n exc 3.0m

Returning, filling in , including spreading, levelling, watering and well ramming in layers n.exc 25 cm thick using soils all as specified and directed.

Removal of excavated material for a distance exc 5KM but n.exc 10KM and depositing outside the defence premises on desecration of Contractor as directed.

M&L for Cast iron work grade FG 150, unmachined, in brackets, gully traps, gratings, railing, frames, manhole covers and similar articles complete all as specified.

M&L for PCC 1:3:6 type C2 using 40mm graded stone aggregate as in foundations filling and mass concrete all as specified and directed.

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

M&L cement concrete type B1 1:2:4 (20 mm graded aggregate) as in benching/copings all as specified and directed.

M&L for Mild steel TMT bars 10mm dia and over cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire (annealed) not less than 0.90mm dia or securing with clips,

-Ditto- as above but 6 to 8mm dia

Providing precast cement concrete as in cover slabs (for manholes) type B1 1:2:4 using 20 mm graded aggregate and set in cement mortar 1:4 all as specified and directed.

Rendering 15 mm thick in cm 1:4 on fair faces of brick or concrete surfaces finished even and smooth with out using extra cement all as specified and directed.

Supply only water proofing compound ISI marked.

Extra for forming fair finished surface drain/channel exc 30cm inner girth in cement conrete using extra cement incl moulds

M&L for 450mm dia reinforced concrete pipes NP-2 laid and jointed with collars incl haunching in 1:3:6 cement concrete complete as specified and as directed by Engr-in-Charge.

M&L for 300mm dia reinforced concrete pipes NP-2 laid and jointed with collars incl haunching in 1:3:6 cement concrete complete as specified and as directed by Engr-in-Charge.

M&L for Concrete bed to 300mm drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested; in 1:3:6 cement concrete type C2 complete

M&L for Sand filling under floors or in foundations including watering and consolidation all as specified and directed.

S&F 100 mm bore / inner dia double wall corrugated HDPE pipes (SN8) in any length , laid in trenches or in floors all as specified and directed.

S&F 150 mm bore/Inner Dia double wall corrugated HDPE pipes (SN8) in any length , laid in trenches or in floors all as specified and directed.

S&F 200 mm bore/Inner Dia double wall corrugated HDPE pipes (SN8) in any length , laid in trenches or in floors all as specified and directed.

S&F 250 mm bore/Inner Dia double wall corrugated HDPE pipes (SN8) in any length , laid in trenches or in floors all as specified and directed.

S&F 300 mm bore/Inner Dia double wall corrugated HDPE pipes (SN8) in any length , laid in trenches or in floors all as specified and directed.

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

S&F 100mm bore Spun Cast iron soil, waste and vent pipes in any length with or without ears, with cement joints, fix to wall all as specified and directed.

S&F 75mm bore CI Bends (any radius),diminishing pieces or tapers all as specified and directed.

S&F 100mm bore Bends (any radius),diminishing pieces or tapers all as specified and directed.

S&F Stack clamps out of 50mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall and fixed all as specified and directed.

M&L for Extra over cast iron pipes and fittings if lead joint is provided in lieu of cement joint for 75mm dia pipe all as specified and directed.

-Ditto- as above but 100mm dia pipe all as specified and directed.

Cutting in to existing manholes 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 bore of pipe 100/150 mm all as specified and directed.

Taking down soil/waste/vent pipes of any description, size 50/75/100 mm bore incl all fittings, bends etc., all as specified and directed.

M&L 75mm thick PCC 1:3:6 Type C1 (20mm graded aggregate) as in floor/ path/ Plinth protection including necessary form work, surfaces finished even and smooth without using extra cement. all as specified and directed.

S&F vitreous china squatting pan “orrisa” pattern of size 580mmx440mm “white” with integral foot rest (excluding flushing cistern and flush pipe) incl provision of cement concrete bedding, ‘P’ trap 100mm dia connection to trap and flushing pipe, anti-syphonage complete all as specified and directed by Engineer-in-charge. Make : Hindware/Parryware

S&F in repairs viterious china wash down water closet pan (Pedestal pattern) white (excluding fixing bolts, flushing cistern and flush pipe)incl P or S trap etc all as specified.

S/F of plastic water closet seat, white, closed pattern with flat bottom and cover and mild steel chromium plated or aluminised hinging device

S&F in repair PVC flushing cistern of 10 ltr capacity valveless, symphonic action type, flushing cistern, low level, white with inlet, ball valve, float and handle including flush pipe of 32mm bore PVC and connection to pipes etc and taking down existing flushing cistern complete all as specified and as directed by Engineer-in-Charge. Make : Commander/Hindustan.

S&F for PVC lid for PVC Over Head Tank (medium quality) make SYNTEX or equivalent capacity of tank 250/500/1000 litre

M&L Chequered cement concrete tiles with grey cement and pigment 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry incl 15mm thick Screed bed or bedding layer of cement mortar 1:4 for for laying tiles all as specified and directed. all as specified and directed.

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 conforming to Fe 410-0 or Fe 310-0 as complete all as specified and directed.

M & L for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and pigment laid and bedded on sand cushioning complete all as specified and directed.

Providing water proofing treatment to RCC sunken slab as specified and directed as under (a) cleaning the exisiting RCC sunken slab and vertical wall/RCC beam and hacking the surface (b) 15 mm thick plastering over the floor & vertical surface in CM 1:4, mixed with liquid water proofing compound @ 200 per 50 kg of cement trowelled to even and smooth finish without using extra cement (c) Filling the sunken portion with water for 72 hrs and carrying out the ponding test. (Any leakage/seepage noticed shall be repaired) (d) Applying two coats of elastometric acrylic water proof coating make : Dr Fixit of pidilite, Tapecrete from Cico or equivalent in sika as per sqm in each coat with roller application (Note: each coat of elastomeric acrylic compound requires 6-8 hrs to dry up itself second coat shall be applied on getting the first coat completely dired up. Min quantity required for coating as per manufacture instruction) complete all as specified and as directed by Engineer-in-Charge.

Material and labour PCC 1:4:8 type D2 (using 40mm graded stone aggregates) as in mass concrete in floors and sunken portion complete.

M & L for non skid ceramic tiles area of each tiles exceeding .06sqm but not exceeding 0.18 Sqm and 7mm thick as in floor set & jointed in neat cement slurry & pointed in coloured cement to match over and including15mm thick screed in cement mortar 1:6 complete.

All as per item above but in skirting over and including 10mm thick rendering in cement mortar 1:4 complete.

M & L for glazed ceramic wall tiles area of each tiles exceeding .06sqm but not exceeding 0.18 Sqm and 7mm thick as in wall set & jointed in neat cement slurry & pointed in coloured cement to match over and including 15mm thick screed in cement mortar 1:4 complete.

Taking down Chowkhats or frames with shutters without taking off shutters from frames not exceeding 1.50 Sqm complete all as specified.

S&F Solid PVC Door Frame of size 50mm x 47mm made out of 5mm double side prelam PVC sheet reinforced with M.S. Square tube, supplying & fixing in opening as per specification & drawing complete all as specified.

S&F Factory Made Solid PVC Moulded Door Shutter with Particle Board Core, 28 to 30mm thick (stiles), with 2 raised panel design with 2mm thick Moulded Prelam PVC Sheet on the front face & 2mm prelam PVC Sheet on back face, supplying & fixing in frame at site as per specification & drawing complete all as specified including all fittings of door as directed by Engr -in-Charge

S&F in repair factory made SFRC manhole / drain cover (Grade M-25) heavy duty cover slab in rectangular shape of size as required, 80 mm thick incl MS sheet 2 mm thick and 80 mm wide all around the cover complete spefcified and directed by Engr - in - charge.

S&F in repair SFRC manhole cover(Grade M-25)of size 600mm dia x 70mm thick with MS Cover 2 mm thick alround including frame set in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge.

S&F in repair SFRC manhole cover (Grade M-25)size 450mmx900mm x 40mm thick withMS Cover 2 mm thick alround including frame set in CM 1:4 for gully trap or wherever required complete all as diected by EIC

M&L repair to pot holes any depth , not exceeding 1 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in road, paths ets, cutting around egdes to at least 25mm in depth , making good by applying tack coat of cationic bitumen emulsion of grade RS1 confirming to IS 8887/ASTM D2397 @ 3 Kg per 10 Sqm putting in premixed bituminous macadam using paving bitumen of grade VG-30, well rammed and sealed with binder 9.8 Kg per 10 Sqm blinded with 0.09 Cum of stone chippings 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of pot holes exceeding 30mm complete all as specified and as directed by the Engineer in Charge.

M&L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with air compressors to remove all loose dirt etc complete all as specified and directed by Engineer-in-Charge.

M&L applying evenly a tack coat with bituminous primer using paving bitumen of grade cationic bitumen emulsion of grade RS1 confirming to IS:8887/ASTM D2397 @ 3 Kg per 10 Sqm surface complete all as specified and directed by Engineer-in-Charge.

M&L for bituminious premix semi-dense asphaltic concrete 30 mm (consolidated thickness) using paving bitumen of grade VG-30 with 5.5% binder content by weight of total mix, mixed in Computerised Hot Mix Plant and spread by means of Self Propelled Mechanical Paver, rolled and compacted to required camber and gradient by using mechanical power road roller of 8 to 10 tonne capacity complete all as specified and directed by Engineer in charge. Note : (i) The mix design shall be got done from approved lab and got approved from GE before commencement of work. (ii) In the event of variation in the mix design in the percentage of binder content on minus side, the difference in quantity of binder content will be adjusted through supply only rate of Rs 32.00 per Kg of grade VG-30 bitumen. However no adjustment shall be applicable if excess quantity of binder content is used/approved in the execution of work under this item.

M & L for premix bituminous macadam laid/ rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) using paving bitumen of any penetration as binder 4% by weight of total mix including preparation of surface & primer etc. complete all as specified and directed by Engineer-in-Charge..

M&L preparation of new previously untreated surfaces to receive the thermoplastic paint and making of guide lines, dashes, arrows, letters etc with reflective thermplastic paste 2.0 to 2.50 mm thick, white, golden, yellow or black colour as required, using glass beads necessary for achieving reflection on roads, pavements and the like of any description and any width all as per MORTH clause 803.4 and BS 6088 complete all as specified and directed by Engineer-in-Charge.

M/S MG GROUP

deepankar trading co.

Hindustan Co.Co

DHARMA ENTERPRISES

J D ENTERPRISES

M/S PRADEEP ENTERPRISES

Ashish Sehgal and Co.