Vikas Khand Balha Gram Panchayat Nanpara Dehati ke Nanpara Bus Adde par yatri shed nirman karya_02

Earth work in excavation by mechanical means (hydraulic excavator) maunal means over areas ( exceding 30 cm in dept, 1.5 mtr. In widht as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 mtr. And for all lift as directed y engineer incharge all kind of soil.DSR-2.6.1

Excavating. Supplying, stacking and filling of local earth (including roylaty) by mechhanical transport upto a lead of 5 km. also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complate for all lift.2.25A

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level) 1:1.5:3

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

Providing and laying of factory made 80mm thick interlocking cement|concrete tiles including 25mm thick compacted bed of fine sand |Compacting and proper embedding/laying of interlocking tiles etc work Chapter 20-Road Work As per sor

Painting two coat (synthetic enamal paint) over priming coat (but excluding coat of priming coat) surfaces upto 10cm. In width or girth or small articles not exceeding 0.10sgm. in area with superior etc, including supply of all materials,labour and T&Petc.required for proper completion of workdsr 13.62.1

P/L flamed finished Granite stone flooring in required design and patterners, in linear as well as curvilinear portions of building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm thick base of cement mortar 1:4 (1cement : 4 course sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. 11.55.1 flamed finshed grate stone slab Jet Black, cherry red, elite brown, cat eye or equivalent.

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates ete., 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 the railing 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. }.DSR NO.10.28

Providing corugated G.S. sheet roofing 1.00 mm thick with zinc coating not less than 275 gm/m2 induding vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts & mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, Including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pech in horizontal/ vertical or curved surfaces), excluding the cost of purfins, rafters and trusses and including cutting to size and shape wherever required DSR NO 12.1.1

Providing & fixing of refiective signs with a corrosion resistant 4mm thick with 0.4 to 0.5 mm both side aluminium skin alumihium lcomposite panel face to be fully covered with High Intensity. Prismatic sheeting type sheeting with back frame MS angle of 35x35x5mm. Legends, letters, numerals and borders etc should be as per MORTH specification No l801.3.7 The Sheeting shall have a pressure - sensitive adhesive of the aggressive IV as per IRC- 67.2012 retro refiective tack type requiring no preparation for adhesion to a smooth clean surface in a manner mmednde by the sheeting manufactrer. The ACM(Aluminium heat, solvent other Composite Materials) shall be fixed on the Back frams MS Angle with riveting. Micro prismatic type IV Retro reflective shaating confirming Astm D4956-09 shall be pressure fixed. The Retro refiective boeting shall be tested fora certificate of having the sheeting tested or a certificate of having the sheeting tested for coefficient of retro Ireflection, daytime colour and luminance, shrinkage, flexibility, liner romoval. adhesion, impact resistance,specular gloss and fungus resistance. 3 years of launching of product by the manufacture in abroad.Alternatively. a certificate conforming to ASTM Specification ld 4956-09) on arificial accelerated weathering requirements from a reputed laboratory in india can be acceped provisionally. In such a situation, the Employer/Client, if so desires, could seek for a perfrmance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor Iweathering of the sheeting as per IRC 67:2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall linclude all materials, labour, T&P, transportation, instailation and |incidentals all complete as per direction of the Engineer-in-charge. (MoRTH 801) Chapte

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Deduction of competitive price efficincy @ 5%

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