Construction of 900KLD STP on Wetland Technology and Campus Boundary wall at Kankaha Mohanlalganj Lucknow

Construction, Supply, Installation, Testing and Commissioning of 900 KLD STP Based on Constructed Wetland Technology including Process & Site Layout Plan and Site Grading Plan, Hydraulic Diagram, Single Line Diagram, Basic Electrical Drawings, Civil General Arrangement Drawings, Structural Designs and Drawings and Construction Drawings, Electrical and plumbing Drawings Operation and Maintenance Manuals etc, consisting of Primary Treatment Units, Treated Effluent Disposal drain/Channel, Interconnecting Piping with required Gates & Valves, Civil work for STP with supply & filling of required gravels, pump house, Bio-Media, Effluent treated water pipeline and Plantation/landscaping work, Boundary wall pump room and other Miscellaneous Works such as sewer line connecting to collection Tank and 40 K.W. Solor Plant complete and including works for required of STP complete all associated Civil, Electrical, Plumbing Works and Commissioning / Installation work and also including Operation and Maintenance 05 years of 900KLD Sewage Treatment Plant based on Constracted Wetland Technology as a whole including Supply of Chemical and Consumables materials, Disposal of Plant Residuals (e.g. Screenings, Grit and Dewatered Sludge), Manpower required, General Maintenance of Civil Structures, Preventive and Breakdown Maintenance of Electrical Items, Field Instruments etc., Cost of Collection, Analysis, Reporting, Monitoring and Maintaining Record of Samples from the Raw Sewage and Treated Sewage daily collected at least for one time a day from the Entry and Exit of the STP Units thereon (excluding Power) as mentioned in the Tender. (Excluding G.S.T.)

Boundary Wall 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. 2.6.1 All kinds of soil

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 and for all lift.

Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.

Brick work with bricks of class designation 15 (Class-150) in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand (FM 1.50 to 2.00)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in foundation and plinth in:1:4 (1 cement : 4 sand)

Providing and laying in position specfied grade of reinforcement cement concrete, excluding the cost of centering,shuttering,finishing & reinforcement. All work up to plinth level. 1:1.5:3 (1 cement,1.2 coarse sand zone-iii,3 graded stone aggregate 20mm. (Nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural ources).

Centering and shuttering including strutting, propping etc. and removal of form for :

Foundations, footings, bases of wall, etc. for mass concrete.

Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Steel reinforcment for R.C.C work including strainghtening cutting bending placing in position & binding all complete up to plinth level. Thermo machanically treated bars of grade Fe-500D or more.

Steel work in builtup tublar ( round square or rectangular hollow tubes etc.)trusses etc. including cutting hoisting fixing in position and applying a priming coat of approved steel primer including welding and bolted with special washers etc. complete hot finished welded type tubes.

Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 15 mm wide and 15 mm deep groove

12 mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering upto floor level including internal rounded angles chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth. 1 cement: 6 Cpurse sand

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Finishing walls with Acrylic smooth exterior paint of required shade: - New work (Two or more coat applied @ 1.43 Ltr./10 Sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm.

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture.

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