REPAIRS AND CLEANING OF SEWAGE LINES, MANHOLES, SEPTIC TANK, PATHWAY, DRAIN AND OTHER MISC B/R WORKS AT TB-II OF BEG AND CENTRE KHADKI AND DUNKRIK LINE UNDER AGE B/R-II IN GE (CENTRAL) KHADKI.

Amount

NOTE FOR PLUMBING AND SANITARY ITEMS:- (i) Contractor shall deposit entire quantity of plumbing and sanitary wares materials required / covered under subject contract in the custody of Engineer-In-Charge/ Office in charge of unit. (ii) The materials as required shall be issued to contractor by JE/ Engineer-In-Charge on daily basis. (iii) make specified in BOQ will supersede to all.

Cleaning of existing septic tank of 500 users capacity by using mechanical pumping machine to removing water, sludge, stones, solid particles etc complete from the septic tank at any location and at any distance from road and removing the same from the campus and buried complete all as specified and as directed as below :- (i) The sludge / burried soil taken out shall be stacked along with the septic tank, sump well etc., after 48 hours of the sludge taken out, measurement shall be taken as of the solid contents for the purpose of payment. The tenderer are advised to keep this aspect in mind while quoting the rates. After taking the measurements, the solid contents shall be disposed off outside the Md land/area. (ii) Necessary precautions as well as safety measures shall be taken by the contractor without any extra cost, for working in the foul conditions. (iii) The contractor shall be entirely responsible for the lapse, mishappening to any of the manpower deployed and/or to other equipment / machinary / material at the site of work during the execution. (iv) For cleaning the sewere line/manholes also refer relevant clauses of particular specifications here-in-after.

Description all as per Sl Item No. 2 above but septic tank for 200 users.

Description all as per Sl Item No. 2 above but septic tank for 1000 users.

Description all as specified in item No 2 above but filter bed for 500 users.

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

Excavating in trenches exc. 1.5 m depth and n. exc. 3.0 m in depth; for sewage line foundation etc or for manholes, laying pipes etc and getting out in any type of soil complete all as specified and as directed.

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

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

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

Demolition of cement concrete unreinforced in ground floors and pavings n. exc. 15cm thickness in any position complete all as specified and as directed.

Demolition of precast concrete block walling / Stone masonary built in cement mortar as in manhole including PCC copings complete all as specified and as directed.

Material and labour for plain cement concrete (1:4:8), type D2 using 40 mm graded coarse stone aggregate as in bed to drain pipes of 150 mm bore including forming cradles complete all as specified and as directed.

Material and labour for plain cement concrete (1:4:8), type D2 using 40 mm graded coarse stone aggregate as in bed to drain pipes of 200 mm bore including forming cradles complete all as specified and as directed.

Material and labour for plain cement concrete (1:4:8), type D2 using 40 mm graded coarse stone aggregate as in bed to drain pipes of 300 mm bore including forming cradles complete all as specified and as directed.

Material and labour for plain cement concrete (1:4:8), type D2, using 40 mm graded coarse stone aggregate in foundation filling and mass concrete complete all as specified and as directed.

Material and labour for reinforced cement concrete pipes 150mm bore, class NP2, laid in trenches and jointed complete with collars complete all as specified and as directed.

Material and labour for reinforced cement concrete pipes 200mm bore, class NP2, laid in trenches and jointed complete with collars complete all as specified and as directed.

Material and labour for reinforced cement concrete pipes 300mm bore, class NP2, laid in trenches and jointed complete with collars complete all as specified and as directed.

Material and labour for precast cement concrete block masonry with solid block exceeding 10cm in width and setting in CM (1:6) precast cement concrete (1:3:6) type C1 using 20mm graded stone aggregate complete all as specified and as directed.

Description all as per Sl Item No. 20 above but except blocks.

Material and labour for plain cement concrete, (1:3:6), type C1, using 20 mm graded coarse stone aggregate as in coping including necessary formwork complete all as specified and as directed.

Material and labour for rendering 15 mm thick in cement mortar (1:4) on concrete block masonry surfaces mixed with water 3% proofing compound by wt of cement, finished even and smooth without using extra cement complete all as specified and as directed. NOTE:- Waterproofing compound will be measured and paid separately.

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

Returning, filling in hard / dense soil spreading, levelling, watering and well ramming in layers n. exc. 25 cm thick complete all as specified and as directed.

Removing excavated soil n. exc. 50m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and as directed.

Material and labour for precast cement concrete (1:2:4) type B1, using 20 mm graded coarse stone aggregate as in cover slabs set in CM (1:6) including demolition of existing complete all as specified and as directed.

Material and labour for TMT steel bars 8 mm dia, cut to length, bent to shape required, including cranking, bending and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and as directed.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and as directed.

Description all as per Sl Item No. 29 above but for 57 cm inner girth of drain/ channel.

Description all as per Sl Item No. 29 above but for 74 cm inner girth of drain/ channel.

Material and labour for cleaning of all types of blockages of sewerage in any type of sewerage line, branch line, main sewer line, etc of any section and in any situation by way of cleaning / desludging sewage from blocked manholes by using mechanical pumping out or any other suitable means. where required and directed by Engineer-in-charge and keeping sewer line functional by attending day-to-day complaints of chocked up manholes, sewage lines etc., cleaning the trap, WC, soil waste, vent pipe, gully traps, upto final drop outlet, inlet of septic tank working in foul conditions with taking precautionary measures, equipments and required power/cable pertaining to TB-II & SCCSR and 134 (I) Wksp EME dunkrik line OTM Accn and MD Accn complete all as specified and as directed. Complaints of blockages and cleaning of sewage line are to be received daily from the complaint cell situated in the premises of office of the AGE B/R II Khadki and entire complaints are to be attended for cleaning on the same day. Minimum number of labourers with specialised experience will not be less than 04 Nos safaiwals from 0830 hrs to 1700hrs. NOTE :- (i) The payment towards the subject items shall only be made as per the total number of days, contractor had cleaned and cleared the blockages of sewage line. (iii) In case urgent nature of complaints, contractor has to attend the complaints even on Sundays and holidays also (ii) Contractor shall maintain a register including details of day of cleaning of sewage line, duly signed by contractor and Engineer-in-Charge. (iii) If the contractor will not able to provide the man power, the recovery of Rs. 350/- per person pe day will be deducted.

Supply and fix in repair cast iron pipe 75mm dia in any length with or without ears with cement joints and fixed on walls complete all as specified and as directed.

Supply and fix in repair cast iron pipe 100mm dia in any length with or without ears with cement joints and fixed on walls complete all as specified and as directed.

Supply and fix in repair cast iron bend 75mm dia complete all as specified and as directed.

Supply and fix in repair cast iron bend 100mm dia complete all as specified and as directed.

Demolition of stone slabs, precast interlocking tiles, paver blocks, chequered tiles of any description or thickness in floors, approns etc laid bedded and pointed in any mortar complete all as specified and as directed.

Material and labour for plain cement concrete (1:4:8), type D2,using 40mm graded stone aggregate,75 mm thick as in sub bases complete all as specified and as directed.

Supply and fix 60 mm thick machine pressed precast concrete rubber moulded coloured inter locking paver blocks with coloured cement and pigment of any shape and size conforming to IS-15658-2006, M-35 grade laid over and including 50 mm thick sand cushioning all as specified and as directed.

Material and labour for chequered cement concrete tiles, rubber moulded 300 x 300 x 25mm thick, set, jointed and pointed in near cement slurry as in floors, with grey cement and pigments over and including 15 mm thick screed bedding in CM (1:6) complete all as specified and as directed.

Material and labour for plain cement concrete, (1:4:8), type D2, using 20 mm graded stone aggregate, 100 mm thick as in floors finished fair, even and smooth without using extra cement as in hard standing including demolition of cement concrete unreinforced in ground floors and pavings n. exc. 15cm thickness in any position all as specified and as directed.

Material and labour for 40 mm thick plain cement concrete, (1:2:4), using 20 mm graded stone aggregates as in floors finished fair, even and smooth without using extra cement as as in hard standing including demolition of cement concrete unreinforced in ground floors and pavings n. exc. 15cm thickness in any position all as specified and as directed.

Material and labour for removing the leaking outlet of bends of dia 100mm or 75mm and repairing joints by PVC solvent or ordinary cement and closing the gap in out let by cement mortar for making leakage free duct walls followed by removal of weeds and vegetation on outlet side with hand tools only and injecting Monsanto's herbicide to prevent the growth of new plants in future, finishing all as specified and as directed. NOTE :- New changing of fittings, unserviceable pipes, bends and nahani traps will be paid and measured seperately.

Material and labour for rendering 15mm thick on fair faces of brick work or concrete surfaces in CM (1:4) finishing the surfaces even and smooth without using extra lime or cement including taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water etc.,all as specified and as directed.

Material and labour for preparation of new plastered surfaces of wall and applying two coats of cement based paint (any tint) over a coat of primer on walls complete all as specified and as directed.

Demolition of reinforcement cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed.

Material and labour for precast cement concrete louvres and jallies, 35 mm thick (measured solid), including all mouldings with plain cement concrete type B0 (1:2:4), using 12.50 mm graded stone aggregate set in cement mortar (1:4) complete all as specified and as directed.

Supply and fix in repairs PVC (SWR) bends, (any radius), deminishing pieces or tapers, bore of pipe 75mm dia, complete all as specified and as directed.

Supply and fix in repairs PVC (SWR) bends, (any radius), deminishing pieces or tapers, bore of pipe 110mm dia, complete all as specified and as directed.

Supply and fix in repairs PVC (SWR) branch piece, double (double Y ) equal or unequal of pipe 75mm bore complete all as spcified and as directed.

Supply and fix in repairs PVC (SWR) branch piece, double (double Y ) equal or unequal of pipe 110mm bore, complete all as spcified and as directed.

Supply and fix in repairs PVC (SWR) pipes, single socketed, in any length, with rubber ring joints 75mm dia, type 'B' laid in trenches or floors or fixed to walls complete all as specified and as directed.

Material and labour for viterous china urinals, bowl type, flat back of size 465mm x 355mm x 265mm white with grating (back or corner wall type), complete including providing and fixing plugs, bedding urinal agianst wall in cement mortar (1:2), securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement; fixing automatic flushing cistern with brackets, flush pipe, grating and union for discharge pipe inclusive of fixing supply pipe to flushing cistern, trap and waste pipe) all as per Prayag cat part No 4998 or techno commercially equivalent models specified in PS complete all as specified and as directed.

Material and labour for vitreous china wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) all as per CERA Cat No CURTIS or techno commercially equivalent makes specified in PS fixed as in repairs, complete all as specified and as directed.

Material and labour for vitreous china squatting pan, ‘Orissa’ pattern, size 580 x 440 mm white, with integral foot rests including PVC(SWR) 'P' or 'S' trap connecting to flush pipe and to anti syphonage pipe,all as per CERA Cat No CALINA S 3010102 or techno commercially equivalent makes specified in PS. complete including making good to floor fixed in repairs complete all as specified and directed.

Supply and fix PVC valveless, syphonic action type, Smart flushing cistern, 10ltr capacity, low level, white, with inlet, ball valve, float and handle including brackets, connections to pipes and fixing of chain and pull, or lever, all as per Prayag cat Part No.501 or techno commercially equivalent makes specified in PS fixed as in repair, complete all as specified.

Material and labour for vitreous china wash basin white flat back size 580x450 mm excluding taps but including 32 mm dia CP waste fitting and PVC waste pipe 610 mm long and brackets all as per CERA Cat No S 2040109 or techno commercially equivalent makes specified in PS complete fixed in repairs all as specified and directed.

Material and labour for stop valve cast copper alloy, screwed down, high pressure with crutch or butterfly handle,15mm bore size screwed both ends for iron pipe or for unions and fittings all as per Prayag Cat No 7326 or techno commercially equivalent makes specified in PS fixed in repairs complete all as specified and as directed.

Material and labour for bib taps 15mm dia, cast copper alloy chromium plated, with CP flange all as per Prayag Cat No 8303 or techno commercially equivalent makes specified in PS fixed in repairs complete all as specified and as directed.

Material and labour for bib taps 15mm dia, cast copper alloy chromium plated, long body, with CP flange all as per Prayag Cat No PIS-08H Neptune series or techno commercially equivalent makes specified in PS fixed in repairs complete all as specified and as directed.

Water proofing treatment to Sunken floor are as under:- (a) Cleaning the surface of any description with wire brush, detecting sources of leakages/seepages and removing/taking down unsound treatment/surface (b) M&L for making holes with drill machine of dia 18 mm for carrying out non-destructive waterproofing treatment to floors, sunken portion of toilet/bathroom and junctions of floor and walls of bath/WC and floor traps (combined unit) by using construction chemical method as hydrophobic PU grouting with first course of injection MDI based PU foam and second course of injection with PU plain all as per manufacturers instruction etc and M&L for fixing the metallic packer for hydrofobic PU foam sealer as per manfracture specification . NOTE :- (a) The PU foam and PU plain shall have 100% solids and solvant free and shall expand 30-40 times its volume at liquid stage in presence of water, the PU plain injection shall have minimum 100 CPS viscosity and shore hardness minimum 50D. (b) Shall have minimum 100 CPS viscosity and shore hardness minimum 50D. MAKE :- PIDILITE or equivalent.

Material and labour for tile joint chemical cleaning and re-grouting carefully by washing the existing tile with heavy duty tile cleaner preferbly of M/S Pidilite or equivalent cleaner, again washing with fresh jet water, scratching the joints and filling the same with (white/matching colour) epoxy tile grout of M/s Pidilite, ROFF RTM epoxy or equivalent, or equivalent , curing , cleaning the surface etc, complete all as directed by Engr-in-Charge.

Material and labour for PVC waste pipe flexible type 25 mm dia suitable for couplings 32 mm & 40 mm dia 610 mm long fixed in repairs complete all as specified and as directed.

Supply and fix in repair PVC flush pipe of 32mm dia for low level cistern complete all as specified and as directed.

Material and labour for plastic water closet seat cover, coloured, for pedestal pan closed pattern with flat bottom, and cover with mild steel chromimium plated or aluminised hinging device complete fixed in repairs all as specified and directed.

Material and labour for preparation of old plastered or unplastered surfaces of wall and applying one coat of cement based paint complete all as specified and as directed.

Material and labour for Plain Cement Concrete (1:3:6) type C-2 using 20 mm graded stone aggregate as in floor, plinth protection, 75 mm thick, surfaces finished even and fair without using extra cement as in plinth protection including provision of construction joints complete all as directed by Engr-in-Charge.

Material and labour in repair Rotational moulded three layered polythene water storage tank white colour (cylindrical vertical with closed top) with ISI mark embosed on it, hoisted and fixed in position complete all as specified in SSR part I capacity of tank 500 ltrs complete all as specified and as directed. MAKE :- Sintex /Polycon / Plasto

Material and labour in repair Rotational moulded three layered polythene water storage tank white colour (cylindrical vertical with closed top) with ISI mark embosed on it, hoisted and fixed in position complete all as specified in SSR part I capacity of tank 1000 ltrs complete all as specified and as directed. MAKE :- Sintex /Polycon / Plasto

Material and labour in repair Rotational moulded three layered polythene water storage tank white colour (cylindrical vertical with closed top) with ISI mark embosed on it, hoisted and fixed in position complete all as specified in SSR part I capacity of tank 2000 ltrs complete all as specified and as directed. MAKE :- Sintex /Polycon / Plasto

Material and labour in repair Rotational moulded three layered polythene water storage tank white colour (cylindrical vertical with closed top) with ISI mark embosed on it, hoisted and fixed in position complete all as specified in SSR part I capacity of tank 5000 ltrs complete all as specified and as directed. MAKE :- Sintex /Polycon / Plasto

Material and labour PVC tank covers of any make and type suitable for capacity upto 500/1000 ltr capacity tanks with screws including locking device fixed in repairs complete all as specified and as directed.

Disconnecting existing tanks n exc 500 litre capacity,including removal of settled sludge,setting aside ( or lowering if required ) for repairs,cleaning,etc. and hoisting if required reconnecting and refixing in position as in same position complete all as directed.Date of cleaning shall be written on tanks after cleaning by synthetic enamel paint.

Material and labour for precast RCC hume pipe septic tank of size 600mm dia and 2430mm length for 10 users designed to carry sewage and sullage water with and including excavation in any type of soil/rock, PCC in foundation, returning refilling, removal of surplus excavated soil/rock complete including all fittings and inlet/outlet pipes, vent pipe, vent cowl all as shown in CEPZ TD drg No. CEPZ/91/TD/47M dt 10 Apr 2008 and as directed by Engr-in-Charge.

MANIYA CONSTRUCTION CO

MAHESH DADAJI BACHHAV

Shri Sant Cosntruction