REPAIR TO DRAIN, HARD STANDING, PLASTERING WORK OF BOUNDARY WALL, BRICK WALL, FENCING WORK, GATE AND CERTAIN WORK OF PATH IN THE AREA OF ZONE I TO IV UNDER AGE B/R - II AT GE WEST BAREILLY

Amount

Demolition of brick work or stone / boulder masonry including all quoins, arches, pillars, etc. built in cement mortar or cement lime mortar complete all as specified and directed.

M & L for brick work with fly-ash old size bricks having designation 75 conforming to IS-12894 (2002), straight or curved on plan exc. 6.00 m mean radius built in cement mortar 1:4 complete all as specified and directed.

M & L for brick work with sub class ‘B’ old size bricks straight or curved on plan exc. 6.00 m mean radius built in cement mortar 1:6 complete all as specified and directed.

M & L for rendering 15 mm thick cement plaster in cement mortar 1:4 including mixing of water proofing compound as per manufacturer’s instructions on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed. NOTE: - WATER PROOFING COMPOUND SHALL BE MEASURED AND PAID SEPARATELY AS SUPPLY ONLY.

M & L for rendering 15 mm thick cement plaster in cement mortar 1:4 including mixing of water proofing compound as per manufacturer’s instructions on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement and applying two coats of cement base paint after preparation of newly plastered surface complete all as specified and directed. NOTE: - WATER PROOFING COMPOUND SHALL BE MEASURED AND PAID SEPARATELY AS 'SUPPLY ONLY'.

M & L for rendering 15 mm thick cement plaster in cement mortar 1:4 including mixing of water proofing compound as per manufacturer’s instructions on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement and applying two coats of cement base paint after preparation of newly plastered surface with and including taking down cement plaster from brick wall/stone wall, ceilings etc, racking out joints, hacking for keys & scrubbing with water complete all as specified and directed. NOTE: - WATER PROOFING COMPOUND SHALL BE MEASURED AND PAID SEPARATELY AS SUPPLY ONLY.

Supply only integral water proofing compound (Powder) complete all as specified.

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 sufficient number safaiwala as per daily requirment subject to minimum 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 complete.

(ii) Team of workers with T&P shall be attanded the complaints of the entire area as directed by the concerned JE/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 slips and necessary directions. Complaints received from JE/Engr-in-charge through telephone message shall also 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 un attended within 24 hours after issuance of compliant slips or telephonic direction, a penalty of Rs 300/- each complaint per day 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) Supervisor 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 any type of employment in future from department.

(xiii) Contractor shall submit accident /risk insurance policy of each worker engaged in cleaning sewage system.

Demolition and breaking up drain pipes of 150 mm bore (salt glazed stoneware, AC or reinforced concrete) set in cement mortar complete all as specified and directed.

Demolition and breaking up drain pipes of 200 mm bore (salt glazed stoneware, AC or reinforced concrete) set in cement mortar complete all as specified and directed.

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

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

Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation etc. or for manholes, cesspits, shafts etc. not exc. 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed.

Removing surplus excavated material (SOIL) to distance exc. 250 m but not exc. 500 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed.

Surface dressing not exc. 15 cm deep as in soft / loose soil complete all as specified and directed.

M & L for cutting into existing manhole for connecting new drain, 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 B-1 smooth finished, and reforming benching as required for 150 mm dia pipe complete all as specified and directed.

M & L for providing plain cement concrete, type D-2, 1:4:8 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.

M & L for providing plain cement concrete type B-1, 1:2:4, (using 20 mm graded stone aggregate), as in copings, bed block for embedding hold fasts, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required complete all as specified and directed.

M & L for providing pre-cast cement concrete landing, cover slabs, chullah hoods, chajjas, shelves and similar items with plain faces in cement concrete 1:2:4 type B-1, using 20 mm graded stone aggregate and setting in cement mortar 1:6 complete all as specified and directed.

M & L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.

Excavation in post holes (or similar holes) each not exc. 0.50 Cum, getting out in soft / loose soil, returning, filling 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 surface complete all as specified and directed.

Dismantling of post or strut embedded in concrete (wood, steel or RCC), any section including taking out embedded portion and making good the disturbed ground complete all as specified and directed.

S & F of chain link fencing, made of 4 mm dia mild steel wire and mash size 50 mm X 50 mm, fixed to any type of standard, rails, straining bolts etc. complete all as specified and directed.

Dismantling of old barbed wire fencing complete all as specified and directed.

S & F of galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing 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, straining bolts at ends, staples or steel pins etc. complete all as specified and directed.

S&F of mild steel posts and struts of fencing (any size of angle) including cutting top to shape as required 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 size exc. 5 cm but not exc. 10 cm in length and 10-15 mm dia along with 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 specified and directed.

S & F of rolled mild steel framed work as in doors or gates of angle or other section with gusset plates, rails, braces etc. confirming to Fe-410-W (Grade E-250) Quality 'B', 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 fitting and also fastening complete all as specified and directed.

S & F of steel work as in framed work including special shaped washers etc. complete using mild steel hollow sections ERW or induction butt welded mild steel sections conforming to IS-1161(1979) grade St-240 complete all as specified and directed.

S&F in repair fiber sheets 1.5 mm thick of any colour (As approved by GE) having high tensile strength fixed with, self tapping screws and all necessary fittings as required complete all as specified and directed.

Taking down steel gates any type and size complete all as specified and drected.

M & L for preparation of new or previously untreated steel surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed.

Removing of surplus/excess earth or waste material already dumped at site including necessary excavation work, to a distance exc. 50 m but not exc. 250 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed.

Demolition of cement concrete (un-reinforced) any description and laid in any position complete all as specified and directed.

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

M & L for 60 mm thick, M-35 grade machine pressed factory made coloured pre-cast concrete interlocking paver block confirming to IS 15658-2006 with grey cement and pigment in any shape and size, laid dry with and including providing 75 mm thick cement concrete 1:4:8 type D-2 (using 40 mm grade stone aggregate) as in sub floor, sub base of floor finished even and rough complete all as specified and directed

M & L for providing precast cement concrete kerb stone bolcks of size 300 mm X 350 mm X 150 mm thick as approved by GE made of PCC 1:2:4, type B-1 (using 20 mm graded stone aggregate) with and including necessary excavation, earth work and setting in cement mortar 1:4 complete all as specified and directed.

M & L for coloured glazed chequered cement concrete tiles of size 300 X 300 X 25 mm thick with grey cement and pigment set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface of tile as in floor over and including 25 mm thick cement concrete type B-1, 1:2:4 (using 20 mm graded stone aggregate) as in sub floor of floor finishes, finished even and rough, and 20 mm thick screed bed or bedding layer in cement mortar 1:6 for laying floor finishes finished even and rough complete all as specified and directed.

NOTE:-Tenderers may note that amount of credit Rs 1,22,650.00 will be deducted from the total amount arrived at the time of Acceptance of tender.

Mohit Enterprises

multiple alliance enterprises

SURYA CONSTRUCTION

M/S Gupta and Company