REPAIR/ MAINTENANCE AND CLEANING OF MANHOLE, SEPTIC TANKS, SOAK WELLS, SEWAGE LINES ETC, ALLIED WORKS AND CERTAIN MISC REPAIRS TO DRAINS, PATHS, CULVERTS, BOUNDARY WALLS, FENCING, GATES GARBAGE PITS ETC AT ZONE G AND F OF AGE B/R-II UNDER GE (EAST) L

Amount

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.

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 as directed.

All as per item No 2 above but except bricks ( Note: old size Bricks obtained from item No 1 above shall be re-used)

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 as directed.

Taking down cement plaster on brick or stone walls etc including ranking out joints hacking for key scrubbing down with water etc but lime plaster any description 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 as directed.

M&L for preparation of new wall surfaces and applying two coats of cement base paint of walls complete all as specified and directed.

Demolition of cement concrete un reinforced in ground floor and paving not exc 15cm thick (below or above ground level) 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 B-1 (using 20 mm graded stone 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 complete all as specified and directed.

M&L for PCC 1:3:6 type C-2 as in surface channel or drains including necessary form works, stops, moulds etc complete all as specified and as directed.

M&L for cement concrete type C-2 1:3:6 (using 40 mm graded stone aggregate) as in filling foundation and mass concrete, complete all as specified and directed.

M&L for aggregate for loose filling, of broken bricks of gauge 40mm to 80mm graded complete all as specified and directed.

Forming Contraction (Dummy) joints 100mm deep x 10mm wide, filled with sealing compound grade A complete all as specified and as directed.

Supply only glass dividing strips 38mm wide and 3mm thick complete all as specified and directed.

M&L for 75 mm thick cement concrete type C2, 1:3:6 (using 40mm graded stone aggregate) as in sub base of floors complete all as specified and directed.

M&L for 40 mm thick cement concrete type B-0, 1:2:4 (using 12.5mm graded aggregate) as in flooring and similar and finishing the surface fair and even w/o using extra cement complete all as specified and directed.

S&F non skid tiles, exterior grade, chequered/grooved pattern of size 300x300mm/ 400x400mm 8-10mm thick set and jointed in neat cement slurry and pointed in white/ coloured cement to match the shade as in floor over and incl 15mm thick cement screed bed in CM 1:4 complete all as specified and as directed.

S&F chequered tiles rubber moulded, glossy finished, decorative designed cement concrete tiles 25 mm thick size of tiles as approved set, jointed and pointed in neat cement slurry with grey cement and pigments in floor including 15 mm thick screed bed with cm 1:4 complete all as specified and as directed.

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

S&F machine pressed rubber moulded coloured precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade complete all as specified and directed.

S&F machine pressed rubber moulded coloured precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade complete all as specified and directed.

M&L for refixing of interlocking paver blocks with grey cement and pigment complete all as specified and directed.

M&L for sand filling under floors or in foundation including watering and consolidation 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.

Add or deduct for each 25 mm girth or part thereof over or under 30cm complete all as specified and directed.

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

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

M&L for reinforced cement concrete (nominal mix) type B-1 1:2:4 (using 20 mm graded aggregates) as in slabs supported on walls, roof beam and column in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.

M&L for reinforced cement concrete (nominal mix) type B-1 1:2:4 (using 20 mm graded aggregates) as in Beams, cantilevers, bressummers, lintels and the like complete all as specified and directed.

M&L for reinforced cement concrete (nominal mix) type B1 1:2:4 (using 20 mm graded aggregates) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc complete all as specified and directed.

M&L for reinforced cement concrete (nominal mix) type B1 1:2:4 (using 20 mm graded aggregates) as in Columns, pillars, piers, posts and struts complete all as specified and directed.

M&L 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 form work to sides and soffits of roof beams, lintels, lever shelves including supports over hang etc rough finished surfaces of concrete flat complete all as specified and directed.

M&L for form work to 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 to batter rough finished surfaces of concrete flat complete all as specified and directed.

M&L for form work to sides pillars, posts, struts, piers, columns and stanchions etc square or rectangular rough finished surfaces of concrete flat 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 5cm but not exc 10cm wide complete all as specified and directed.

S&F (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 incl. cranking, bending and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

All as per item No 39 but, 5 mm dia and over and including 10mm dia in stirrups, spacers and binders complete all as specified and directed.

S&F 16 to 20mm dia 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, exc 5cm but not exc 10 cm long complete all as specified and directed.

M&L for MS round bars (Fe-410-W (Gde E-250) quality A or Fe-290 (Gde-E-165) 10mm dia and over cut to Length bent to shape required incl cranking, bending, spirally for hooping for columns with an including MS wire (Annealed not less than .90 mm Dia) or securing with clips complete all as specified and directed.

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.

S&F mild steel angles/flat iron as in fencing post and struts including embeeded in concrete and screwing etc including securing bolts, cutting tops to shape as directed, drilling holes notching for wire, etc complete all as spficied Fe 290 Gde E-165, complete all as specified and directed.

S&F MS 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; railings; and similar work conforming to Fe.290.Gde-E-165, framed and hung as gates, including pintle hinges, stops, hand-made sliding bolts, etc complete all as specified and directed.

S&F MS Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates conforming to Fe 410 -W (Gde E- 250) quality A complete all as specified and directed.

S&F pre-painted galvalume aluminium zinc coating base corrugated steel sheets 0.50mm thick of any approved colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, including dismantling of existing sheet (corrugated, semi corrugated, plain etc) as in roofs etc including ridges complete all as specified and directed.

S&F 1 mm thick Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. including taking down complete all as specified and directed.

M&L for preparation of new steel surfaces of any description exc 10 cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed

M&L for preparation of new steel surfaces of any description, not exc 10cm in width or girth complete all as specified and directed

S&F in repair 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. complete all as specified and directed.

Supply only Chain link MS galvanisd fencing, any size or type complete all as specified and directed.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire and taking down old chain link fencing complete all as specified and directed.

S&F 2mm thick PVC translucent Plain sheet fixed with coach screw and washer in roof, wall etc including dismantling of existing AC sheet etc complete all as specified and directed.

Excavating over areas, not Exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed.

Excavating over areas, exc 1.5 m deep in depth beyond the first 1.5m above items and getting out in soft/loose soil complete all as specified and directed.

Excavation in trenches, not exc 1.5m wide and n exc 1.5mtr in depth for foundation etc or for shafts ,well cesspts ,manholes etc not exc 10 sqm on plan and not exc 1.5mtr in depth and getting out in soft/loose soils complete all as specified and directed.

All as per item No 57 above but exc 1.5 m depth beyond the first 1.5m above items 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 as directed.

S&F 150 mm bore Reinforced concrete pipes, class NP2, laid in trenches and jointed with collars in cement and sand mortar 1:1 Including demolition and breaking up unserviceable drain pipes (Salt glazed ware, AC or Reinforced concrete), set in cement mortar, incl laying of 100 mm thick Concrete bed of cement concrete type C-2 (1:3:6) to drain pipes of 150 mm bore including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed. (Note :- Excavation & earth work shall be measured separately )

S&F 200 mm bore Reinforced concrete pipes, class NP2, laid in trenches and jointed with collars in cement and sand mortar 1:1 Including demolition and breaking up unserviceable drain pipes (Salt glazed ware, AC or Reinforced concrete), and concrete bed, set in cement mortar, incl laying of 100 mm thick Concrete bed of cement concrete type C-2 (1:3:6) to drain pipes of 200 mm bore including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed. (Note :- Excavation & earth work shall be measured separately )

S&F for SGSW drain pipes of 150mm bore including taking up broken sewage pipe line laid in trenches and jointed with collars in cement and sand mortar 1:1 Including demolition and breaking up unserviceable drain pipes (Salt glazed ware, AC or Reinforced concrete), and concrete beds, set in cement mortar, incl laying of 100mm thick Concrete bed of cement concrete type C-2 (1:3:6) to drain pipes of 150 mm bore including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed. (Note :- Excavation & earth work shall be measured separately)

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 of 110mm bore PVC (SWR) pipes, single socketed in any length with rubber ring joints fixed to wall incl PVC holding clamps complete all as specified and directed.

All as per item No. 66 above but 75 mm bore fixed to wall.

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.

All as per above item No 68 but 75 mm bore of pipe etc.

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

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

S&F in repair vitreous china wash down water closet pan pedestal pattern, including P or S trap and connection to drain (or outgoing pipe) and pvc seat cover excluding flushing cistern and flush pipe 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 urinals, half stall type (flat back), complete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including spreader, 60mm long brass screws, pointing around urinal back in cement; fixing with brackets, flush pipe, grating and Union for discharge pipe 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 PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets of capacity 10 litre ISI marked 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.

S&F in repair 32 mm Bottle trap of PTMT having minimum water seal of 25mm .(Minimum weight 32mm-260gms/ 40mm-270 gms) complete all as specified and directed.

S&F in repair 75 mm dia of outlet PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and directed.

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 complete all as specified and directed.

Note :- For Item No 82 to 84 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 sighned by concern JE , Engr -in- charge and contractor and the same register shall be produced while claiming the payment by the tenderer .

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 upto 3.00 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 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-86 to 88: 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 shall be produced for verification at the time of payment of each RAR/Bill.

QUALITY CONSTRUCTIONS CO

M/S Reliance Construction

M/s Arora Trading Co