Sumavalli Township Nellore

Earth work excavation for foundations and deposting on bank with an initial lead of 10 Mts. and lift of 2 Mts. in sand or loose soils, wet sand not under water, silt in canals, channels and drains etc., and including all operational incidental labour charges such as shoring sheeting, planking, strutting etc., complete for finished item of work as directed by the department including over head & contractor's profit.

Filling with Sand with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., complete for finished item of work as directed by the department including over head & contractor's profit. For Foundations:

Plain cement consrete work of mix (1:4:8) prop. Using 40mm guage hard granite machine crushed metal including cost of machine mixing ,laying,leveling,tamping,curing and conveyance of all materials and all operational ,incidental and labour charges,complete for finished item of work as directed by the department including over head & contarctor's Profit .LEVELLING COURSE bellow COLUMN FOOTINGS.

Supply and placing of the design mix concrete of grade M20 corresponding to IS-456 using Weigh Batcher at site with 12mm and 20mm nominal size machine crushed hard broken granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like, Cement, fine aggregate (sand) and including sales and other taxes on all materials including all operational, incidental and labour charges such as Weigh Batcher at site, mixing, pumping of concrete, laying , levelling , vibrating with vibrator , curing etc., complete but excluding cost of steel and its fabrication charges etc., complete for finished item of work including over head & contarctor's Profit.

Supply and placing of the design mix concrete of grade M20 corresponding to IS-456 using Weigh Batcher at site with 12mm and 20mm nominal size machine crushed hard broken granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like, Cement, fine aggregate (sand) and including sales and other taxes on all materials including all operational, incidental and labour charges such as Weigh Batcher at site, mixing, pumping of concrete, laying , levelling , vibrating with vibrator , curing etc., complete but excluding cost of steel and its fabrication charges etc., complete for finished item of work including over head & contarctor's Profit.

Supply and placing of the design mix concrete of grade M20 corresponding to IS-456 using Weigh Batcher at site with 12mm and 20mm nominal size machine crushed hard broken granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like, Cement, fine aggregate (sand) and including sales and other taxes on all materials including all operational, incidental and labour charges such as Weigh Batcher at site, mixing, pumping of concrete, laying , levelling , vibrating with vibrator , curing etc., complete but excluding cost of steel and its fabrication charges etc., complete for finished item of work includingover head & contarctor's Profit.

Supply and placing of the design mix concrete of grade M20 corresponding to IS-456 using Weigh Batcher at site with 12mm and 20mm nominal size machine crushed hard broken granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like, Cement, fine aggregate (sand) and including sales and other taxes on all materials including all operational, incidental and labour charges such as Weigh Batcher at site, mixing, pumping of concrete, laying , levelling , vibrating with vibrator , curing etc., complete but excluding cost of steel and its fabrication charges etc., complete for finished item of workincluding over head & contarctor's Profit.

Masonry for panel walls in super structure with CM(1:6) prop (cement:sand) using fly ashlime solid bricks of size 290x225x140mm and having minimum compressive strength of 50kg/sq.cm including cost and conveyance od all materials and such as labour charges like mixing cement mortor,scaffolding charges constructing masonary ,lift charges etc complete for finished item of work including over head & contarctor's Profit.. etc., For Compound wall

Plastering 12mm thick in 2 coats with a base coat of 8mm thick in CM (1:6) prop. And top coat 4mm thick in CM (1:4) prop. With dubara sponge finishing including cost and conveyance of all materials, like cement, sand, water etc., to site including seigniorage charges, sales and other charges and all materials and all operational, incidental charges on materials and including cost of all labour charge for mixing mortar, finishing, lifting charges, curing including cutting grooves as directed by Engineer in charge etc,. complete for finishied item of work including over head & contractor's profit for compound wall

Providing High Strength Deformed steel bars Fe 500D grade steel bars of different diametre as per the approved designs, including labour charges for cutting, bending to required sizes and shapes placing in position with cover blocks of approved size and tying with binding wire of 20 SWG, forming grills for reinforcement work as per approved designs from approved sources to site of work, including all wastage such as overlaps couplings, welded joints,chairs spacer bars including cost and conveyance of binding wire cover blocks and incidental, operational, labour charges such as cutting, bending placing in position, tying etc., complete for finished item of work as directed by the department including contarctor Profit.

Constuction of OHSR / ELSR of 500 KL capacity with staging of 22Mts. including fixtures with all concrete components shall be desinged with M30 grade design mix proportions, with Raft Footings all required fixtures such as such as 400 dia Inlet Pipe, 450mm Out let, 450 mm dia and 200 dia scour Pipe , Manhole frame and covers with CI/DI material with minimum size of 0.60 X 0.60 M for Roof and Valve Chambers with CI/DI Double Swan neck Ventilators minimum of 150mm dia shall be proveded in Top Dome and with Mosquito / Fly proof nets of 4 Nos, 1 No RCC Finial Ventilator with Fly/Bird Protection with GI Mesh , 2 Nos of RCC Precast Lader of 0.60M width, RCC Dog Legged Stair Case of 1.0 M Flight width and 1.20 M landing width and RCC Hand railing of 1.0M height and stair case shall be closed with Brick Masonry walls on Three sides and collapsible MS Gate on front side upto 1st Brace Level to prevent unauthorised entry, constuction of RCC Valve Chambers of mix not less than M20 grade with 150mm thick side walls and top slabs and providing Balcony of 1.00 M width at Floor Slab level/Middle Ring Beam level by using Stainless Steel of grade 304 Hand railing up to 1.20 M Height with top railing of 40 MM dia pipe and middle railing of 25 mm dia and verticals with 40 mm dia at an interval not more than 1.0 M C/C, provding 1 No Water Level Indicator of reputed make of digital type and 1 No conventional type, providing 1 No lightening arrester with all its accessories complete including earthing with relavent IS Codes. and complete finsised item of work including over head & Contractor's profit 1. Compount wall : Construction of compound wall including ornamental M.S. gate of size 3.0x2.40 Mts. is included in the basic rate of ELSRs. Length of compount wall hass be minimum of 150 Mts. min., height of the compount wall shall be 1.80 Mts. above plinth and thickness 230mm in brick masonry in CM(1:6)Prop. The Compound wall shall be constructed including earth work excavation in all type of soils, for Plinth Beam of 230x300mm and 0.75X0.75X1.20 Mts. size for column footing portion. The footing shall be 0.75X0.75X0.25 Mts. in VRCC M20 grade constructed over a CC(1:4:8) Porp bed of 100mm thick. The column shall be 230x230mm in size with VRCC M20 grade at 3.00M c/c spacing having depth of 1.20 M below Gound level and height of 2.0 M above GL. The Plinth Beam Size 230x300mm shall be constructed in VRCC M20 grade in GL over a bed of CC (1:4:8) 100mm thick. 450x450mm size columns M 20 grade shall be constructed for Gate Pillors. completed for finished item of work s directed by the department including over head & contractor's Profit, 2. The Tie Beam shall be provided obove the Brick Work with 230 X 200 MM size fixed with MS angulars of 25x25x4mm in Y Shape to height of 0.60 M with embeded length of 150mm in concrete the barbed wire fencing with 3 ply 18 guage shall be stretched in 4 rows 2X2 plastering shall be done with 16 mm thick in two coats base coat 12mm thick in CM (1:6) Prop and 4mm thick CM (1:4) Prop on both side of Brick Work. Snow cem paint in two coats shall be provided for both side of wall. The M.S. ornamental Gate as directed by the department shall be provided with minimum of 3.60Mwidth 2.40M heigth with enamel paint . Yard lighting shall be arranged on four corners of compound wall.completed for finished item of work as directed by the department including over head & contractr's Profit, 3. STAFF QUARTER: Staff quarter should constructed for a minimum plinth area of 40 Sqm with the following specifications: RCC framed structure with concrete grade not less M20 grade design mix at the location Specified by the Department at thetime of execution with Verandah, Hall, Bed Room, Kitchen and Bath and WC with floor area of 40 Sqm excluding Balconies and Stair Case. MS Hallow frame with cold rolled processed stell sheet 1.20 mm thick bright CRCA confirming IS: 4351/76 Flush Door shutter with solid bond wood door shall be provided. NCL windows centre fixed both sides openable shutter window 1.35 X 1.35 M outer frame section 40X50 mm shutter frame section with a size of 48X20mm mullion section of size 48X50mm fixed beeding section of 12x12mm shall be provided completed for finished item of work including over head & contract Profit 4. Flooring with polished cuddapah stone shall be provided wall shall be provided with snow cem paint in coats over primary coat . Electrical and water supply arrangement shall be provided as directed by the dept. Water storage Tank made with Plastic/Polymer material of reputed make with necessary out let and inlet connection pipes shall be provided and Septic Tank for 5 users shall be provided as specified by the department.completed for finished item of work including over head & contarctor's Profit.

Supplying, installation , testing and commissioning of electric driven Terrace / Mono Bloc Booster pump suitable for automatic operation and consisting of a) Horizontal type, centrifugal End Suction pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal and flow of 900 lpm at 45 Mtr head conforming to IS 1520 b) Three Phase High Speed Centrifugal Pump. Pump with CI Impeller and Gland Packing with 9.3 KW / 12.5HP, 2 pole, TEFC, 415 V, 3ph motor c) M.S. Fabricated common base plate, coupling, coupling guard, foundation bolts etc as required. d) Suitable cement concrete foundation duly plastered with anti-vibration pads. Makes: As per list of recommended brands. for all finished of works finished of item of work as directed by the Departmant. including cost and covenveyance of all materials including over head & contarctor's Profit.

Supplying and Run of U/S Circuit Mains by mean run of 4 of 56/0.3mm (4.00Sqmm) FRLS/HFFR/ ZHFR pvc insulated 1100V grade as per IS.694/1990 specification for Copper Wire make KEI/ Polycab/Havells/GM/Gold Medal/Million/HPL/Power Flex/RPG/Anchor/Great White/Sun Cab/ Fortune Art/Great white/Orbit/V-Guard in the existing metalic/Non metalic conduit pipe for run of mains including all labour charges for finished item of work , as directed by the department. including over head & contarctor's Profit.. (Makes: As per list of recommended brands as category II)

Supply and Erection of PANEL MOUNTING 125-A, 4 Pole, 25-KA, MCCB adjustable of make L&T/Schneider/Siemens/Legrand/Hager confirms to IS/IEC 60847-2 having breaking capacity 35/36-KA with Thermal Magnetic setting/ Microprocessor based release arrangement with all connections etc., complete on existing Panel Board including cost and conveyance of all materials to work site and all labour charges etc. complete for finished item of work as directed by the department., including over head & contarctor's Profit.

Supplying and fixing of approved make Automatic Star Delta Starter fitted in 18 SWG CRCA sheet enclosure suitable for 3 Phase, 415-V, 50 Hz Motor Pump set, suitable for 15 HP to 20 HP automatic Star Delta Starter Motor totally enclosed with over load protection and No-volt relay to complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc. complete for finished item of work as directed by the department. including over head & contarctor's Profit..

Supplying and fixing of 100mm Dia. B class G.I. Pipe properties and weight as per IS.1239 with fittings such as elbows, tees, couplings, nipples, plugs including excavation for trenches and refilling the trenches complete except for G.I. bends, unions and GI connectors with checkout and socket of Tata/Zenith make or equivalent etc., complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc. complete for finished item of work as directed by the department., including over head & contarctor's Profit. for Motors Section pipe lines.

Supplying and fixing of 25mm Dia. Nominal Bore G.I. Pipe Medium Grade properties and weight as per IS.1239 with fittings such as elbows, tees, couplings, nipples, plugs including excavation for trenches and refilling the trenches complete except for G.I. bends, unions and GI connectors with checkout and socket of Tata/Zenith make or equivalent etc., complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete for finished item of work including over head & contarctor's Profit.

Providing Independent Earthing from Main switch Board for earth continuity with No.8, G.I wire including excavation of earth in hard gravel/hard desintegrated rock upto 5'-6'' depth below ground level of section 5'x2'x3' duly providing 40mm Dia G.I Pipe of 2mts, length using GI bolts&nuts and fixing earth wire including supply and fixing 1'-6'' dia 0'-8'' depth hume pipe ring and refilling the pit with 4 Kgs hard coke, 20Kgs salt and excavated earth including all labour charges etc. complete for finished item of work, as directed by the department.including over head & contarctor's Profit.