Tender For Work Of Development Of Establishment Facilities In Hardaul Baba Temple In Front Of The Block Of Nagar Panchayat Kurara. - Excavation in foundation in ordinary soil (Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. As Per S.I.No.-251 2 Earth work in filling by cartage earth including loading & unloading cartage from 4.00 km. distance from out of city. 3 Cement concrete with 4cm gauge approved stone ballast, approved coarse sand. cement in the proportion 1:4:8 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. (SI. No. 281) 4 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km (5 miles) from the side of work & including watering ,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work. As Per S.I.No.-255 5 Providing and injecting chemical emulsion for pre-constructional antitermite treatment and creating and chamical bariier under and arround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the external perimeter of binding expansion joints, surrounding of pipes and conduit etc. complete (plinth area of the building at ground floor only shall be measured as per I.S. 6313 (Part II 1981)approved material such as Hepthachlor or chlordane will be used. The rate of application of chemical emulsion shall be as follows.(i) Treatment for masonary & foundation 5 Liters per Sqm.(ii) Back fill in immediate contact with foundation 7.5 Liters per Sqm.(iii) Treatment junction of top suface of plinth filling 5 liters per Sqm.(iv) Treatment of soil along External perimeter of Building 7.5 Liters per Sqm.(v) Treatment of soil under Apron along external perimeter 5 Liters per Sqm.(As Per S.I. No.-361 (Add Item) 6 RCC work with cementapproved coarse sand and 2cm. (3/4) gauge approved stone ballast in the proportion 1:1.5:3 in lintels of doors and windows, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire.and including necessary cantering and suttering etc and also including supply of all materials,labour and tools and plants etc. required for proper completion of the work. binding wire to be supplied by the contractor free of cost. (S.I. No. 288) 7 Mild steel of iron in plain work such as reinforced concrete/ brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage and hooks and authorised over lapping shall be measured.(S.I. No. 504) 8 Class-150 brick work in (Super structure) 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work. (S.I. No- 305) 9 12mm thick plaster on brick work minimum thickness not less than 10mm with cement and fine sand of fineness modulus mortar in 1:4. (S.I. No.- 584) 10 One priming coat and two coat oil distemper on new work including supply of all materials, labour and T&P etc. required for proper completion.of work.(SI. No.649+650) 11 Painting or Vernishing new iron work in small areas or new wood work with one coat (up to one Sq. meter) of ready mixed priming paint and two coat of approved superior quality ready mixed paint or varnish including supply of all materials labour and tools and plants etc. required for proper completion of the work. Paint to be used should confirm the ISI no. 103-1950. (SI. No.641+642) 12 Steel work in built up tubular (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 shaped washers etc. complete.Hot finished welded type tubes DSR. No. 10.16(10.16.3) 13 Supply and fixing Galvanized corrugated iron roofing 24 B.W.C. in position including supply of materials, labour and tools and plants etc. required for proper completion of the work and including wastage.(S.I.No.536) 14 Supplying and fixing 22 B.W.G. ridges valleys and gutters for iron roofing fixed with Jor U 10mm (3/8) dia with G.I. Limpet and bitumen washers complete including supply of all materials, labour and tools and plants etc. required, labour and tools and plants etc. required for proper completion of the work including wastage.. 0.80 mm thick with zinc coating not less than 275 gm/m²S.I. No.-542 (As in item (537) above but with ridges, valleys and gutters of asbestos sheets) 15 Supply and Fixing of Black granite (Polished) in big slab 20mm thick S.I. No. 21-C (i) 16 Supply of M.S. Grill of a approved quality and drawing made of flat iron not bigger then 20x4 mm size including supply of materials, fabrication, labour, T&P and also one coat of red oxide paint complete in all respect as per direction of Engineer-in-charge for proper completion of work at site. 17 Construction of granular surface Course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80 100 kn static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402. 18 Cement concrete with 4cm (1/2) gauge approved stone ballast, approved coarse sand. cement in the proportion 12 : 6 : 1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. 19 Providing and Laying of Rubble moulded Zig Zag InterlockingConcrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. 20 C.C. in 1:2:4 with cement sand and 20 mm grit including cost of all material, labour and T&P etc. complete work But Excluding cost of Rainforcement S.I. No.-288 21 Class-150 brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work. 22 Earth work in excavation for Gate 23 P.C.C. work in 1:4:8 cement sand with stone ballast in bed of drain 24 R.C.C. in 1:1.5:3 with cement sand and 20 mm grit including cost of all material, labour and T&P etc. complete work But Excluding cost of Rainforcement S.I. No.-288 25 MS or Iron work in plain work such as R.C.C. work wrought to required shape as necessary including supply of tar steel T&P etc. S.I. No. 504 26 Supply and Fixing of Black granite (Polished) in big slab 20mm thick S.I. No. 21-C (i) 27 Supply of M.S. Grill of a approved quality and drawing made of flat iron not bigger then 20x4 mm size including supply of materials, fabrication, labour, T&P and also one coat of red oxide paint complete in all respect as per direction of Engineer-in-charge for proper completion of work at site. @ 55 Kg/m2 28 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 29 Fixing of Display Board etc. 30 Construction of granular surface Course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80 100 kn static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402. 31 Cement concrete with 4cm (1/2) gauge approved stone ballast, approved coarse sand. cement in the proportion 12 : 6 : 1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. 32 Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 33 Class-150 brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work.
