Construction of Sewage Treat-ment Plant at Kuchana Colony of Majri Area.

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil

Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. By Plant Mix Method For Grading-I Material

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification.A By Manual Means (ii) Grading- II (53 to 22.4mm) (a) Using Screening Type-B (11.2mm Agg.)

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Boulder and moorum filling in plinth including cost of all materials & labour complete as per instruction of Engineer-in-charge(100cft boulder & 40cft moorum for 100cft finished work) including watering, ramming and consolidation complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources).

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement:1½coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level. Concrete of M30 grade with minimum cement content of 350 kg /cum

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level . Concrete of M30 grade with minimum cement content of 350 kg /cum

Reinforced cement concrete work in beams, suspended foors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto and above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform

Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M - 30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

Providing and fixing Coarse screen (bar arrangement) of SS-304, spacing between rods to be 20mm, of required thickness of rod; all complete as instruction of Engineer-in-Charge

Providing and fixing Fine screen (wire mesh) of SS-304, size of square opening to be 6mm; all complete as instruction of Engineer-in-Charge

Supplying, cutting and fixing in position PVC wire mesh of 2.5 mm dia in required shape and pattern; all complete as instruction of Engineer-in-Charge

Providing and fixing cocunut hanging ropes of 12mm dia; all complete as per instruction of Engineer-in-Charge

Providing and fixing PVC foam sheet of standard quality of 10 mm thickness of specified size; all complete as per instruction of Engineer-in-Charge

Providing and fixing stainless steel (Grade 304) made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

Supply, Installation, Testing & commissioning of Gravity Sand filtration system at Site. Treatment capacity 200KLD, MOC : 5 mm thick stainless steel sheet, 1.02 m diameter and 1.50 m height; all complete as per instruction of Engineer-in-Charge

Supply, Installation, Testing & commissioning of Gravity Sand filtration system at Site. Treatment capacity 100KLD, MOC : 5 mm thick stainless steel sheet, 0.72 m diameter and 1.50 m height; all complete as per instruction of Engineer-in-Charge

Supply, Installation, Testing & commissioning of Activated Carbon filtration system at Site. Treatment capacity 200KLD, MOC : 5 mm thick stainless steel sheet, 1.02 m diameter and 1.50 m height; all complete as per instruction of Engineer-in-Charge

Supply, Installation, Testing & commissioning of Activated Carbon filtration system at Site. Treatment capacity 100KLD, MOC : 5 mm thick stainless steel sheet, 0.72 m diameter and 1.50 m height; all complete as per instruction of Engineer-in-Charge

Supplying and placing of plants of approved species (Cannaceae, Colocasia & Cyperus alternifolius) on the top surface of UCW bed; all complete as per instruction of Engineer-in-Charge

Supplying and erecting minimum Three & above star rated submersible pump set suitable for erection on open well of 2.25 KW/3 HP with 415 V 50c/s. A.C. supply, having delivery head from 27 to 9 m and discharge from 300 to 660 litres. per minute & pipe of Suction 65mm /Delivery 50 mm diameter erected with necessary H type clamps as per specification No. WP-OSP

Supplying and erecting minimum Three & above star rated 1 phase, 230 V, 50 Hz, submersible pump set of 0.75 KW/1HP for erection on open well, pump having delivery head from 30 to 15 m and discharge from 30 to 270 litres. per minute & pipe of Suction 32 mm/Delivery 25 mm diameter erected with necessary H type clamps as per specification No. WP-OSP

Providing and fixing CPVC valve of standard quality complete as per instruction of Engineer-in-Charge; 100 mm dia nominal bore

Providing and fixing CPVC pipes complete with all accessories and fittings complete as per instruction of Engineer-in-Charge; 150 mm nominal dia

Providing and fixing CPVC pipes complete with all accessories and fittings complete as per instruction of Engineer-in-Charge; 100 mm nominal dia

Supplying and filling washed aggregate of size 20 - 40 mm; all complete as per instruction of Engineer-in-Charge

Supplying and filling washed aggregate of size 40 - 60 mm; all complete as per instruction of Engineer-in-Charge

Supplying and filling washed aggregate of size 60 - 80 mm; all complete as per instruction of Engineer-in-Charge

Providing and fixing CPVC pipes complete with all accessories and fittings complete as per instruction of Engineer-in-Charge; 50 mm nominal dia

Supplying and filling washed sand of 1-2 mm dia; all complete as per instruction of Engineer-in-Charge

Providing and fixing SS304 mesh with 5-6 mm opening of 5 mm thickness; all complete as per instruction of Engineer-in-Charge

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Deployment of excavator machine (JCB or equivalent) including cost of operator, diesel, mobile oil etc. for levelling, excavation, jungle cleaning and stacking within a lead of 50 meter etc. all complete job as per instructions of Engineer in Charge (Hours will be Counted from initial start of work i.e. intial metre reading to final metre reading at site only)

Carriage of earth/ rubbish by mechanical transport including loading, unloading and stacking with lead upto 2 km; all complete as per instruction of Engineer-in-Charge

Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area greater than 0.9 One Square Meterr made out of 2 mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on two no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, by mechinical / manual means ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil; Pipes, cables etc, exceeding 80 mm dia. But not exceeding 300mm dia

Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i.e. thread / insert joint / quick release coupler joint/ compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete. Note:- H.D.P.E. Pipes shall be as per latest IS Specifications; PE-100, 12.5 Kg/Sq. cm; 200 mm

Lowering, Laying and Jointing H. D. P. E./ M. D. P. E. pipes in proper positicn including all specials by compression |fitting/electrofusion and butt fusion jointing procedure as per relevent IS |Code complete with all materials for jointing procedure like Electrofusion machine, procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic ljack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part lII For all classes. 200 mm

Supplying and erecting minimum Three & above star rated submersible pump set suitable for erection on open well of 3.75 KW/5 HP with 415 V 50 c/s. A.C. supply, having delivery head from 43 to 11m and discharge from 120 to 840 litres. per minute & pipe of Suction 65mm / Delivery 50 mm diameter erected with necessary H type clamps as per specification No. WP-OSP

Filling available excavated earth (excluding rock) in trenches, plinth. sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift

Supplying & erecting D.O.L Starter suitable for 415 V, 3 phase 50 cycles with no volt coil and overload element with necessary materials and connected to supply up to 7.5 H.P.

Supplying & erecting flat flexible 3 core 6 sq.mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete.

Total impact of GST for the purpose of CTC

SHREESHA MOKSHATECH INDIA JV (BID ID -1189651)