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tender for Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., complete for Foundation of Building.(APSS No. 308) Plain Cement Concrete corresponding to M7.5 grade as per IS 456 equivalent to (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations (APSS No. 402) Vibrated Reinforced Cement Concrete M 25 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 380 Kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including Centering using Casurina Ballies, Bamboos, Wooden Reapers, Runners, Wood Posts, Steel Centering Plates etc,. shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work for Footings (APSS No. 402 & 403)Vibrated Reinforced Cement Concrete M 25 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 380 Kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including Centering using Casurina Ballies, Bamboos, Wooden Reapers, Runners, Wood Posts, Steel Centering Plates etc,. shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work for Columns (APSS No. 402 & 403)Vibrated Reinforced Cement Concrete M 25 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 380 Kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including Centering using Casurina Ballies, Bamboos, Wooden Reapers, Runners, Wood Posts, Steel Centering Plates etc,. shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work for Plinthbeam (APSS No. 402 & 403)Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational, incidental, labour charges, seignorage charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310) Brick Masonry in superstructure with CM (1:8) prop: using Fly ASH Bricks of size 290x225x140mm with compressive of 50 Kgs / Sqcm from approved source including cost and conveyance of all materials like cement, sand, fly ash bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904) Painting to New walls with two coats of acrylic acrylic emulsion paint exterior grade silicon additives exterior grade having VOC (Volatile Organic Compound ) content less than 50 grams/ liter of superior quality of approved brand and shade over base coat of cement primer grade -I making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for Walls.(APSS No. 911) in All Floors EXTERNALProviding High Yield Strength Deformed (HYSD) steel bars (Fe500grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved Designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors.Construction of 20 KL capacity Over head service Reservoir with 12.45 mts staging with raft foundation of approved type design with VRCC framed structure M30 grade concrete single compartment inside dia of 5.00 mts & 3.45 mts Height walls the LWL being 0.15 meters above bottom slab, a free board of 0.15mts Below top slab and capable of holding 20,000 lts with salient levels as per departmental plan.The Reservoir should be provided with 2 Nos of D.I.Light type manhole frame with a cover of 600X600mm size RCC ventilator with copper or Stainless steel fly proof mesh with central RCC phenial of 600mm dia, RCC /Aluminium precast ladder 600mm width inside reservoir from floor level to roof level embeded at bottom with concrete as per standard pattern including cost, conveyance of all materials, labour charges and curing with all water leads etc, complete, one no of lighting arrestor of approved pattern with necessary earth connections, One no.of water level indicator of approved pattern,Stainless Steel Hand railing as per drawing at top around the tank andone no. of spiral stair case of 600mm width as per approved design with SS 304 hand railing of 1.00 mts height as per drawing outside the reservoir from ground level to roof level including painting with enamel paint of approved colour two coats over a primary coat of red-oxide including cost, conveyance of all materials, labour charges etc.,complete with inlet,outlet,over flow and scour arrangements upto ground level including fixing duckfoot bends at bottom rested in CC(1:2:4) mix using 20mm size machine crushed metal concrete bed of size 45X45X60cm as per the instructions of department excluding cost of pipes,valves and duck foot bends which will not be supplied by the department, including hoisting and joining of pipes and jointing materials and painting, with paint of approved colour two coats as directed by the department, construction of valve pits for scour valves with cover slab including construction of drains for scour and over flow arrangements etc., including outside plastering in CM (1:3) and painting with two coats of snowcem over primary coat of white cement for out side area and three coats of epoxy paint to inner surface of the reservoir including roof slab complete including testing the reservoir, cost & conveyance of all materials, labour charges, centering charges, all water leads and including foundations of OHSR as per marking and details furnished by the departmental officers during the course of execution etc.,complete-including cost of steel and its fabrications charges Supply and delivery, fixing of 80 mm dia CI D/F pipes 2.00 mt long - 22 Nos, 80mm dia Bell mouth - 3 Nos, 80mm dia CI D/F Pipes 0.6 mts length - 6Nos, 80mm dia CI tail piece 0.6mts - 2 Nos, 80mm dia CI 90deg bends - 2 Nos, 80mm dia CI Duck foot bends - 4 Nos, 80mm dia CI Semi circular bends - 1 No, 6mm dia thick rubber packing for CI joints - 20 Kgs , 80 mm dia CI jointing Materials such as rubber packing, bolts and nuts etc.,- 40 Kgs and DI sluice Valves - 2 No.s excluding all other taxes.
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