REPAIR/ MAINT AND CLEANING OF MANHOLES, SEPTIC TANK, SOAK WELLS, SEWAGE LINE ETC. AND REPAIR TO DRAIN, PATH, CULVERTS, CATTLE TRAPS, BOUNDARY WALL, FENCING, GATE, GARBAGE PITS AT ZONE A AND B UNDER GE (EAST) LUCKNOW

Amount

Dewatering of soak well , septic tanks by using mechanical pump diesel driven with fuel operator and crew of water etc at site complete all as specified and directed.

Cleaning of soak well, septic tank by way of desludging foreign material manually/mechanically and removal of sludge/silt/liquid mud sand (in foul conditions) etc, and disposed off outside of MOD premises (at the location notified by the local Municipal Corporation/Cantt board as per rules of public health), including digging required nos of pits for depositing sludge and future capping the pit with the 25 cm thick layer of soil and sprinkling bleaching powder ( including supply of bleaching powder) over the area of ditches with one metre around complete all as specified and directed.

Cleaning of blockage of sewer lines of any sizes/ dia of sewer line (i.e. branch sewer line, main sewer line) by way of cleaning desludging foreign material as well as roding of sewer line between successive manholes manually/mechanically or pumping out sewage from blocked line including desludging where required and ordered by Engineer-in-Charge and keeping sewer line functional from Ist manhole upto final drop as septic tank, soakage well all as specified and directed . Note for item Ni 1 to 3 of BOQ (1) The cleaning shall be carried out with mechanized operation by means of diesel / electric operated vehicle mounted hydraulic operated high pressure suction -cum -jetting machines fitted with pump of required capacity and the sludge sucked out with Super Succer Machine of required capacity and sent to storage tanks for further disposal to the authorised disposal site land at any distance and without any additional cost. (2) The sludge deposited in sewage line shall be fully cleaned and disposed off the same outside the MOD land at any distance and without any additional cost , on the same day when it was taken out.The job shall be carried out with safety precaution equipment and with strict supervision. (3) During the mechaized operation , the service provider /Contractor shall be equiped with Gas monitor , nylon rope ladder , torch light and compressor blower etc along with the sewage cleaning truck mounted suction / jetting machine. (4) The unit rate quoted by the contractor shall interalia deemed into the cost of providing skilled driver and operator and supervising engineer including provision of water for jetting & removal of sludge /silt /liquid /mud & sand (in foul position ) etc. (5) The contractor shall engage the above mentioned T & P and intimate to Enginner - In -Charge in writing with Machine No./ Vehicle No. etc for their record and prior approval. (6) A Register shall be maintained by contractor showing the Machine No /Vehicle No. and their deployment at site mentioning time and date duly signed by concern JE , Engr -in- charge and contractor.

Cleaning of all manholes upto 1.5 meter depth of any size and removal of sludge/silt/liquid mud sand (in foul conditions) etc, and disposed off out of MOD premises (at the location notified by the local Municipal Corporation/Cantt board) (as per rules of public health), including digging required nos of pits for depositing sludge and furture capping the pit with the 25 cm thick layer of soil and sprinkling powder ( including supply of bleaching powder) over the area of ditches with one metre around complete all as specified and directed.

Cleaning of all manholes exc 1.5 M but not exc 3.00 M depth of any size and removal of sludge/silt/liquid mud sand (in foul conditions) etc, and disposed off out of MOD premises (at the location notified by the local Municipal Corporation/Cantt board) (as per rules of public health), including digging required nos of pits for depositing sludge and furture capping the pit with the 25 cm thick layer of soil and sprinkling powder ( including supply of bleaching powder) over the area of ditches with one metre around complete all as specified and directed.

Cleaning of all blockages of Nahni traps/floor traps/bottle traps, blockages of WC's, upto 1st manhole/Gully Trap in shafts, vertical CI soil/waste pipe stacks, CI Tee/door bends etc & cleaning of drain pipes of any dia by rodding and removal of sludge/silt/liquid mud sand (in foul conditions) etc, out of MOD premises (at the location notified by the local Municipal Corporation/Cantt board). complete all as specified and directed. Note :- For item No-4 to 6 of BOQ: (1) To Maintain of internal & external sewage system in functional state at all the time by engaging/deploying minimum One Safaiwala alongwith one Helper from 0900 hours to 1700 hours at Complaint cell of AGE B/R area mentioned in the contract on daily basis, with manual/pressure cleaning pump and flexible rods and other necessary equipments (as per rules of public health). (2) The Nos of person indicated in above items as assumed by the department, shall remain present at the complaint cell of AGE B/R area mentioned in CA. Contractor may have to deploy more manpower in the particular area and deploy adequate sewage cleaning machinary/ equipments to clean the line and open blockages. Rates quoted shall be deemed to have considered in the items all such contingencies. (3) In case of non availability/ absence of any of minimum required man power , the recovery for the same shall be effected @ Rs 500.00 per day for the absence period proportionaly. (4) If necessiated by the Engr-in-charge/GE for work on Sunday/ holidays, the contractor shall provide tradesmen with helpers. (5) Proper records (date wise) of complaints received & rectified by the contractor and attendance register of trademen shall be maintained by contractor and signed by concern JE , Engr -in- charge and contractor.

Taking down cement plaster on brick or concrete surfaces including raking out joints hacking for key and scrubbing down with water etc complete all as specified and directed.

Demolition of brick work built in cement mortar or cement lime mortar including all of quoins, arches, pillars etc, but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified and directed.

M&L for brick work with modular fly ash bricks, straight or curved on plan exc 6m mean radius in CM 1:6 complete all as specified and directed.

All as per Item No 9 above but except bricks. (Note:- Old bricks will be used obtained from demolition).

M&L for brick work with fly ash bricks, straight or curved on plan exc 6M mean radius, old size brick built in cement mortar 1:4 complete all as specified and directed.

M&L for brick work with sub class B fly ash bricks in one brick thick honey comb walling, built in cement mortar 1:4 complete all as specified and directed.

M&L for brick work with fly ash bricks, half brick thick wall straight or curved on plan exc 6M mean radius, old size brick built in cement mortar 1:4 complete all as specified and directed.

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

M&L for rendering 15mm thick in cement plaster 1:4 on surfaces fair faces of brick work and surface finished even and smooth without using extra cement complete all as specified and directed.

M&L for preparation of new plaster surfaces with three coat of white wash on wall surfaces etc complete all as specified and directed.

M&L for preparation of newly plastered surfaces of wall and applying two coat of cement base paint of approved shade/tint complete all as specified and directed.

Demolition of cement concrete unreinforced in ground floor and paving not exc 15cm thick (below or above ground level) complete all as specified and directed.

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

M&L for 100 mm thick PCC 1:2:4 type B2 using 40 mm graded crsued stone aggregate as in PCC hard standing, finish the surfaces even and smooth without using extra cement (in panel necessary form work included) complete all as specified and directed.

M&L for PCC (1:2:4) Type B-2, using 40 mm graded stone aggregate as in foundtaion, filling and mass concrete complete all as specified and directed.

M&L for cement concrete 1:2:4 Type B1 (20 mm graded aggregate as in lintels upto 1.5m clear span, cills,steps; seismicand other similar bands,plinth courses, string courses,lacing courses, parapets andrailings upto 60 cm in height,copings, kneelers, apex stones,bed plates, kerbs etc all as specified and directed.

S&F machine made precast cement concrete curb stone blocks using cement concrete 1:2:4 type B1 (20mm graded agg) complete all as specified and directed.

M&L for form work to soffits of suspended slabs such as roof slabs, floor slabs, landing and similar work not exc 200 mm thick horizontal or sloping for rough finished surface of flat concrete complete all as specified and directed.

M&L for formwork to edges of concrete flats, roofs and sides of RCC/ PCC bands in walls, and similar work exc 10cm but not exc 20cm wide complete all as specified

Demolition of reinforced cement concrete any description and in any position (reinforcement cut as reqiured to faciliate demolition) complete all as specified and directed.

M&L for precast manhole cover slabs in RCC 1:2:4, type B-1, using 20 mm graded stone aggregate and set in CM 1:4complete all as specified and directed. Note: Reinforcement steel will be measured and paid for seperately)

M&L TMT bars 10mm dia and over cut to length, bent to shape required, including cranking and bending spirally for hooping for coloumns, hooking ends and binding with and including MS wire not less than 0.9mm dia complete all as specified and directed.

M&L TMT bars 6mm to 8mm dia cut to length, bent to shape required including cranking, bending and incl. mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

M&L for RCC 1:1.5:3 (nominal mix using 20 mm graded ston aggregate as in slabs supported on walls, roof beam and column in floors, roofs, landings, balconies, canopies, deck slabs and in shelves complete all as specified and directed.

M&L for PCC 1:3:6, type C-2 (40mm graded aggregate) as in foundation, sub base under interlocking tiles/chequred tile, etc complete all as specified and directed.

M&L PCC 1:3:6 type C2 in surface channel or drains including necessary form works etccomplete all as specified and directed.

M&L for 150 mm reinforced concrete pipes, class NP2, laid and jointed complete with collars including jointing with cement joints with PCC bed and haunching with PCC 1:4:8 type D-2 using 40mm graded stone aggregate for 150mm bore NP2 pipe line including excavation and earth work and returning, filling in trenches and removal of soil upto 1.5m, including taking up broken sewage pipe line complete all as specified and directed.

M&L for 200 mm reinforced concrete pipes, class NP2, laid and jointed complete with collars jointing with cement joints with PCC bed and haunching including PCC 1:4:8 type D-2 using 40mm graded stone aggregate for 200mm bore NP2 pipe line including excavation and earth work and returning, filling in trenches and removal of soil upto 1.5m, including taking up broken sewage pipe line complete all as specified and directed.

S&F for SGSW pipe of 150mm bore including jointing including cement joints with PCC bed and haunching with PCC 1:4:8 type D-2 using 40mm graded stone aggregate for 150mm bore SWG pipe line including excavation and earth work and returning, filling in trenches and removal of soil upto 1.5m, including taking up broken sewage pipe line complete all as specified and directed.

S&F UPVC underground drainage pipe (UDS) type 'B' 160mm dia with wall thickness 4mm (min) and pressure 4KN/m2 jointed in cement solvent complete including testing and concrete bed to drain pipe including padding under haunching against the sides of pipes after they are laid and tested in PCC 1:3:6 type C-2 complete all as specified and directed. Make : Jain Pipes/Finolex/Ajay Flowguard/Armstrong

M&L for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B1 smooth finished, and reforming benching as required complete all as specified and directed.

Taking down rain water pipes (any size or pattern) including all fittings , shoes, bends, swan neck etc. and removal to store complete all as specified and directed.

S&F for 110mm bore PVC (SWR) pipes, single socketed in any length with rubber ring joints fixed to wall including PVC holding clampscomplete all as specified and directed.

S&F for 75 mm bore PVC (SWR) pipes, single socketed in any length with rubber ring joints fixed to wall including PVC holding clamps complete all as specified and directed.

M&L for PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors of 110 mm bore of pipe etc complete all as specified and directed.

M&L for PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors of 75 mm bore of pipe etc complete all as specified and directed.

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

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

S&F in repair coloured/white viterious china WC (ET) wall mounted with E dual flushing cistern incl all necessary fitting such as flush pipe waste pipe fixed as in repair of approvad shade and make Parryware/Aquarries range Hi-Lites Code No C0235,C0715,C2016.CC8080 or equavalent complete all as specified and directed.

S&F in repair vitreous china squatting pan "Orissa" pattern size 580mmx440mm white with integral foot rests including connection to trap, and to flushing pipe, anti syphonage pipe, etc complete making good to floors complete all as specified and directed.

S&F in repair vitreous china wash down water closet pan (pedestal pattern) white (excluding flushing cistern and flush pipe) including connection to drain or out going pipe and flush pipe anti syphonage pipe etc complete all as specified and directed.

S&F in repair for plastic water closet seat, white, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device complete all as specified and directed.

S&F in repair vitreous china urinal, bowl type (back or corner wall type) size of 465x355x265mm white,complete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinalto plugs with and including 60 mm long brass screws, pointing around urinal back in cement, fixing automatic flushing cistern with brackets, flush pipe gratings and urinal for discharge pipe etc complete all as specified and directed.

S&F in repair 32 mm bore Low density PVC flexible pipe for Wash hand basin/sink etc complete all as specified and directed.

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

S&F in repair cp grating with or witout waste hole size 100 mm fixed with white cement in tiles flooring complete all as specified and directed.

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

M&L for joint less non skid ceramic coloured tiles 7 to 8 mm thick (square/ rectangular) area of each tile exc 0.11 sqm but not exc 0.18 sqm, in floors etc, laid over and including 15mm thick screed bed in CM 1:4, set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and directed.

M&L for glazed ceramic coloured tiles (joint free) of size 450X 350X 7mm/450x300x7mm thick over and including 10mm thick plaster in CM 1:3 on vertical surfaces such as skirting, dados and risers to steps etc set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and drected.

M&L for GI tubing 15mm dia medium grade galvanized, with all fittings fixed complete to walls and ceilings or laid in floors and including taking down old unserviceable GI tubing and remove from site complete all as specified and directed.

M&L for GI tubing 20mm dia medium grade galvanized, with all fittings fixed complete to walls and ceilings or laid in floors and including taking down old unserviceable GI tubing and remove from site complete all as specified and directed.

Cutting chases pining in brick,concrete walls built in cement mortar or cement lime mortar making good to facings where required and pointing in cement mortor 1:3 to ends or edges of shelves lintels etc and cutting chases for concealed water tubing cutting not exc 10 cm girth complete all as specified and directed.

S&F in repair shower health faucet to EWC ,CP brass with minimum 1.20M long CP flexible pipe, connection etc. complete all as specified and directed.

S&F in repair 15mm bore angle valve /stop valve chromium plated fency type.cast copper alloy screwed down high pressure, crutch or butterfly handle, screwed both end for pipe or for unions complete chromium plated with suitable type complete all as specified and directed.

S&F in repair stop valves, 15mm dia, cast copper alloy,CP fancy type with long shank and cup (concealed type) screwd down,high pressure with crutch or butter fly handle, screwed both ends for iron pipes or for unions complete all as specified and directed.

Excavation in trenches (soft/loose soil) not exc 1.5 m wide and not exc 1.5 m depth for foundation for mainholes, shafts etc 2. exc 10 sqm on plan area and not exc 1.5 m in depth and getting out etc complete all as specified and directed.

Returning filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified and directed.

Removing excavated material not exc 50 m and depositing, where directed at a level not exc 1.5 m above the starting point complete all as specified and directed.

Dismantling fencing wire mesh, any type complete all as specified and directed.

S&F for mild steel work in 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 conforming to Fe-290 Gde E-165 complete all as specified and directed .

All as per item No. 68 above but except angle (Note:- Old serviceable steel member shall be used obtained from demolation)

S&F 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 type at crossings with and provision of galvanised mild steel wire staples or steel pins, etc complete all as specified and directed.

S&F mild steel galvanized chain link fencing 75X75mm size including line wires, any size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed. (Note:- Actual weight of chain link fencing shall be measured for payment).

M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete as sub base of floor complete all as specified and directed.

M&L for chequered cement concrete tiles 20 cm x 20 cm x 25 mm thick, set, jointed and pointed in neat cement slurry in floor with grey cement and pigment over and including 15 mm thick screed bed in CM (1:6) etc complete all as specified and directed.

Excavation in soft/loose soil in post holes (or similar holes) each n exc 0.5 cum ,getting out, returing, filling in and ramming earth or broken rubble mixed with earth around in layers not exc 25 cm watering and removing surplus soil to a distance not exc 50 m and making good surfaces etc all as specified and directed.

M&L PCC 1:3:6 type C-2 using 40 mm graded stone aggregate as in cill, steps; seismic and other similar bands, plinth courses, cooping, fencing post etc and including necessary form work complete all as specified and directed.

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

S&F framed work as in doors or gates of angle or other section with gusset plates, rails, braces etc complite drilled for fixing of steel sheeting or other covering door etc to be prepared for hanging or sliding with and including either hookes and hinges or steel hanging door fitting (exclusive of steel, sheeting rails and guides) and hanging; also fastening (Fe-410-W,Gde-E-250,quality- A) complete all as specified and directed.

Dismantling expanded metal, any thickness or mess , fixed with steel or wood fillets, if any weight not exc 4 kg per sqm etc complete all as specified and directed.

S&F expanded metal (weight not exc 4 kg pes sqm) cut to length, bent to shape required and trying with and including annealed mild steel wire not less than 0.9 mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel mamber etc all as specified and directed.

S&F joist, channel, angle or tee sections, fixed independently, without connecting plates, etc (cut to ordinary lengths ie within 20 mm of the length indicated) Fe -410-W,Gde-E-250,quality - A etc complete all as specified and directed.

M&L for preparation of new or previously untreated surfaces of any description, over 10 cm in width or girth, not otherwise described and painting with two coat of synthetic enamel paint over a coat of red oxide primer etc complete all as specified and directed.

M&L for preparation of new or previously untreated surfaces of any description, not exc 10 cm in width or girth, not otherwise described and painting with two coat of synthetic enamel paint over a coat of red oxide primer etc complete all as specified and directed.

Forming contraction (Dummy) joints 65 mm deep x 10 mm wide, filled with sealing compound Grade 'A' complete all as specified and directed.

M&L for 60mm thick machine pressed precast concrete interlocking paver blocks any tiles any size and shape factory casted with grey cement and pigment and conforming to IS 15658-2006 of M-35 Grade and joints filled inclding dismantling of tile etccomplete all as specified and directed.

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

M/s Sachkhand Traders

KUMAR ENTERPRISES