REPAIR TO DRAIN, CULVERT FENCING, GATE PATH, HARD STANDING AND BOUNDARY WALL/ COMPOUND WALL AND REPAIR/REPLACEMENT OF SEWAGE LINE, MH, SEPTIC TANK AND SOAK PIT ETC AT CERTAIN LOCATIONS OF ZONE I AND IV UNDER GE (W) BAREILLY.

Amount

M&L for cleaning /function of existing sewage system consisting of SGSW pipes, RCC hume pipes, CI pipes and PVC pipes of any dia at any depth, manholes of different sizes and depth of different size and capacity, waste and vent pipes fixed on walls, nahani/floor trap inside the bldgs,and gully trap outsides the bldgs etc incl removal of all blockage in the system, dewatering and desludging manholes by using honey sucking machine/ mechanical sewage suction pump and removal of sludge in covered vehicles outside the MD land all as specified and directed by Engr-in-charge. The unit rate quoted shall deemed to inclusive of the followings.

(i) Contractor has to engage Four safaiwala and one supervisor with mobile phones having no photo facility. The team must be reported in the complaint cell/ sub div in proper uniform and with all necessary T&P such as green female bamboo strips, iron rods, sewage rodding machine, buckets, rope, ladder, safety mask, etc for execution of the item. The quoted rate shall also be included the cost of conveyance of workers, supervisors, materials and T&P. (ii) Team of workers with T&P shall be attanded the complaints of the entire area as directed by Engr-in-charge and the completion of work shall be reported by 05:00 PM of every working day. (iii) Contractor or his representative shall report daily at 08:30 AM in the office of Engr-in-charge/ complaint cell to receive complaint slip and necessary directions. Complaints received from JE/Engr-in-charge through telephone message also shall be attended on the same day.

(iv) Attendance register shall be maintained by Engr-in-charge at sub divn/ complaint cell. In case of absence of workers a penal recovery of Rs 500 per day per worker shall be imposed on contractor. (v) A complaint register shall be maintained by JE and proper record of compliants received and attended with date and time shall be recorded and shall be signed daily by both the parties. Complaint register shall be kept on record of Engr-in-Charge after completion of work. (vi) Complaints of blockage of sewage line/ manhole/ nahani trap if an attended within 24 hours after issuance of compliant slips or telephonic directional a penalty of Rs 300/- per each complaint shall be imposed on contractor. (vii) GE/Engr-in-charge will have no liability to give permanency of the employment of workers. A certificate in this regard will be rendered by contractor prior to the commencement of the work.

(viii) Payment to the workers shall be properly receipted. A certificate shall be produced by the contractor that the every employee engaged by him have been paid their wage in full. (ix) Contractor will not permitted to engage child labour in the work. (x) Contractor shall provide uniform with name plate as approved by Engr-in-charge to the workers. (xi) Supervison shall be obtained necessary directions from JE/Engr-in-charge and supervise the workers. (xii) Each worker shall be submitted affidavit in stamp paper duly notary that he will not claim employment from department. (xiii) Contractor shall submit accident /risk insurance policy of each worker engaged in cleaning sewage system.

Excavation in trenches not exceeding 1.5 M wide and not exceeding 1.5 m in depth, getting out in soft/loose soil etc., in luding trimming bottom and sides of trenches, leveling/grading and ramming bottom of excavation complete all as specified and directed

Excavation in trenches exceeding 1.5 m but not exceeding 3.00 mtr deepth and not exceeding 1.5 m in width, getting out in soft/loose soil etc., including trimming bottom and sides of trenches, leveling / grading and ramming bottom of excavation complete all as specified and directed

Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in soft/loose soil, complete all as specified and directed.

Removing surplus excaveted soil to a distance exc 250 Mtr and nexc 500 Mtr depositing where directed at a level n. exc 1.5 Mtr above the starting point complete all as specified and directed.

Surface dressing in soft/ loose soil incl cleaning the area, bushes,, shrubs etc and removing upto 50 distance, complete all as specified and directed.

M&L for spraying of weed remover Herbicide Round Up chemical to burn the vegitation as per manufacturer instructions and removing the waste to a distance not exc 50 mtr complete all as specified and directed.

Pumping out of water/liquid/sludge/any other waste/materials stagnated in septic tank/soak wells and discharge the same to nallah/drains through hose pipe upto distance of 250mtr, complete all as specified and directed by Engr -in - Charge.

Cleaning of septic tank /manholes of any depth/area/condition including taking out all the stagnated sludge or any other material mixed with the sludge etc complete and disposal of all spoils/waste or any other materials upto a distance exc 200 mtrs but n.exc 500 mtrs complete all as specified and directed.

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

All as per Srl Item No 10 above but of size 150mm bore complete all as specified and directed.

All as per Srl Item No 10 above but of size 200mm bore complete all as specified and directed.

M &L for 100mm bore SGSW drain pipe (Grade-A) laid in trenches and jointed in CM 1:1 laying over concrete bed for 100mm in PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) to drain pipes including packing under,haunching against the sides of pipes after they are laid and tested complete all as spd and directed

M&L for 150 mm bore reinforced concrete pipes class NP-2, laid and jointed complete with collars layring over concrete bed for 150mm in PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) to drain pipes including packing under,haunching against the sides of pipes after they are laid and tested all as specified and directed

M&L for 200 mm bore reinforced concrete pipes class NP-2, laid and jointed laying over concrete bed for 200mm in PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) to drain pipes including packing under,haunching against the sides of pipes after they are laid and tested complete with collars all as specified and directed

Cutting into existing manholes for connecting new drains making good to open 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 B-1,smooth finished and reforming benching

M&L for PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in foundation bed of manhole, drains and fencing post embeded etc all as specified and directed.

M&L for PCC 1:2:4 type B-0(using 12.50 mm graded stone aggregate) as in coping, channels/benching of manhole, laid to shape and slope and surfaces finished even and smooth using extra cement, complete including all form work etc complete all as specified and directed.

M&L rendering 15 mm thick on fair faces of brick (internal faces of manholes ST in CM 1:4 mixed with water proofing compouind where ever required in proportion as per manufacturer"s instructions, including finishing the surfaces even & smooth without using extra cement complete all as specified and directed.

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

M & L proving pre cast reinforced cement concrete type B1 1:2:4 (using 20mm graded stone aggregate) as in landing cover slab for main holes chullah hoods chajjas water toughs manger shelves and similar articles with plain faces setting in CM (1:6) complete all as specified and directed. Note :- size as specified by Engr -in-chage

Supply and fix TMT bars, 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) but not less than 0.9 mm dia conforming to Fe-410 - 0, complete all as specified and directed.

S&F in repair fiber sheets 1.5 mm thick of any colour having high tensile strength fixed with MS plate, self screw and nut bolts all necessary fittings complete all as specified and directed. Note : Sheet colour shall be approved by GE.

M & L for Steel work in tubular hollow section of framing for fiber sheets, rail including special shaped washer etc complete all as specified and directed.

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

M&L for Brickwork with fly ash brick in CM 1: 4 straight or curved on plan exc 6 m mean radius complete all as specified and directed.

M & L Brick work with sub class B bricks, straight or curved on plan exc 6m mean radius built in CM (1:6) etc complete all as specified and directed.

M&L 15mm thick rendering on walls brick or concrete surfaces in cement mortar 1:4 with water proofing compound, incl finish even and fair w/o using extra cement complete all as specified and directed. Note Cost of Water Proofing Compound Shall be deemed to be included in the quoted rates.

M&L rendering 15 mm thick in CM 1:6 on brick work (fair faces) including finishing the surface fair and even without using extra cement for manholes & drains using water proofing compound complete all as specfied and directed.. Note Cost of Water Proofing Compound Shall be deemed to be included in the quoted rates.

M&L 15mm thick rendering on walls brick or concrete surfaces in cement mortar 1:4 with water proofing compound, incl finish even and fair w/o using extra cement and including taking down cement plaster on brick wall/stone wall, ceilings etc, racking out joints, hacking for key & scrubbing with water complete all as specified.

M & L applying two coats of cement based paint on newly plastered or unplastered wall surface including preparation of surfaces, complete all as specfied and directed..

Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion and making good disturbed ground, embedded with concrete etc complete all as specfied and directed..

Dismantling of old barbed wire fencing complete all as specified and directed by Engineer-in-Charge.

Excavation in Post holes (or similar holes ) in any type of soil, each not exe 0.5 cum , getting out , returning filling and ramming carts not exc 25cm , watering and removing surplus soil to a distance not exc 50 mtr and making good surface complete all as specfied and directed..

Fixing only chain link fencing including line wires any mesh, size and type to any type of standards, rails, straining bolt, etc including provision of binding wire complete all as specfied and directed..

Supply only chain link MS galvanised fencing any size or type complete all as specfied and directed..

S&F in repairs galvanized 2 strand steel barbed wire 2.24 mm dia barbed with 2mm dia barbs at 75 mm spacing and straining and fixing to any type standard rails, staining bolts incl securing, tying at crossing with and provision of galvanized steel wire staple or steel pins etccomplete all as specfied and directed.. Note :- (Each line to be measured Seperately)

S&F M S Posts and struts in fencing (any size of angle) mm including cutting tops to shapes as directed including driling holes for bolting of MS flat iron in horizontal, vertical & diagnal faces of each pannel to be intertwined with Chain link fencing, and fixed to posts with MS nut bolts of exc 5 cm n exc 10 cm in lenth and 10-15 mm dia and washers ,wind ties for sign board posts and struts, MS round bars and similar work confirming to Fe 290 Gde E-165 complete all as specfied and directed..

MS screw bolts 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 10 mm dia of bolts and nuts complete all as specfied and directed..

M & L for reinforced cement concrete M-25 (20 mm graded) for culvert, Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc basement slabs, under-reamed piles and mass concrete. complete all as specfied and directed..

Formwork to sides of Rough finished surfaces of 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 complete all as specfied and directed..

S&F 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 and fastening and fixing complete FE 290 Gde E-165 complete all as specified and directed.

S&F Welded steel wire fabric weight n exc 4 kg/sqm supplied and fixed complete to wood or steel members complete all as specified and directed.

Taking down steel gates any type and size complete all as specfied and directed..

M&L for painting to new steel surface exc 10 cm width or girth with two coats of synethic enamel paint over a coat of red oxide primer including preparation of newly or previously untreated surface all as spd and directed

Removal of excess earth , waste materials already dumped at site incl. Necessary excavation upto 250 mtrs distance wherever reqd.

Demolition of reinforced Cement Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed.

Demolition of Cement Concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed.

M&L for rubber moulded cement concrete factory made coloured glazed interlocking paver block any shape and size confirming to IS 15658 -2006 of 60mm thickness, M-35 Grade, joint with grey cement and pigment and including over 25 mm thick sand filling etc incl dismatling of existing tiles complete all as specified and directed.

M&L for rubber moulded cement concrete factory made coloured glazed interlocking paver block any shape and size confirming to IS 15658 -2006 of 80mm thickness, M-40 Grade, joint with grey cement and pigment and including over 25 mm thick sand filling etc including dismantling of existing tiles complete all as specified and directed.

M&L for Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required, minimum size of stone shall be 300 x 300 x 100 mm complete all as specified and directed.

M&L for coloured glazed chequered cement concrete 20cm x 20cm x 25mm thick With mixture of grey and white cement in equal proportions and no pigment set & jointed in neat cement slurry & pointed in coloured cement to match the shade of tiles over screed bed or bedding layer of mortar, 20 mm thick, in cement mortar 1:6, for laying floor finishes, laying over 25 mm thick PCC 1:2:4 type B0, using 12.5mm graded aggregate as in floors complete all as specified and directed.

Notes:- Tenderers may note that amount as given in schedule of credit will be deducted from the total amount to worked out the net contract sum at the time of Acceptance of tender.

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