Construction of Septic Tank (20 Users) and Internal CC Road in MJPAPBCWR School and Jr College (G) at Nerawada in Nandyal District - Estimate Cost of Rs. 40.00 Lakhs

Earth work excavation and deposting 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 20B) including all operational indigental labour charges such as Shoring, strutting, sheeting, planking and dewatering including cost of hire charge of T&P, labour charges etc. complete for finished item of work including seignerage charges excluding dewatering charges etc. complete for Septic tank soak pit and sump(APSS No. 308).

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) 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 and Flooring Bed (APSS No. 402)

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)

Vibrated reinforced cement concrete M25 Grade Desing mix ( by weigh batching) using 20 mm size (SS5) hard granite machine crushed graded metal (coarse aggregate) from approved quarry using miminum quantity of 380 Kgs of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc. to site all operational, incidental, and labor charges such as Providing Centring, shuttering and scaffolding with props and steel plate as per the approved shuttering plan and other accessories as per the norms and stability calculations including cost and conveyance of all accessories Using Cashewrina Ballies and wooden runners etc.complete for finished item of work, lift charges, machine mixing, laying concrete, vibrating, curing concrete etc, complete but excluding cost of steel and its fabrication charges etc complete for finished item of work (APSS No.402 & 403) For coloumns , Lintels, Water tanks, Rcc walls in building for 150mm thick Bottom Slab

Vibrated reinforced cement concrete M25 Grade Desing mix ( by weigh batching) using 20 mm size (SS5) hard granite machine crushed graded metal (coarse aggregate) from approved quarry using miminum quantity of 380 Kgs of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc. to site all operational, incidental, and labor charges such as Providing Centring, shuttering and scaffolding with props and steel plate as per the approved shuttering plan and other accessories as per the norms and stability calculations including cost and conveyance of all accessories Using Cashewrina Ballies and wooden runners etc. complete for finished item of work, lift charges, machine mixing, laying concrete, vibrating, curing concrete etc, complete but excluding cost of steel and its fabrication charges etc complete for finished item of work (APSS No.402 & 403) For coloumns , Lintels, Water tanks, Rcc walls in building for 200mm thick SIDE WALL

Vibrated reinforced cement concrete M25 Grade Desing mix ( by weigh batching) using 20 mm size (SS5) hard granite machine crushed graded metal (coarse aggregate) from approved quarry using miminum quantity of 380 Kgs of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc. to site all operational, incidental, and labor charges such as Providing Centring, shuttering and scaffolding with props and steel plate as per the approved shuttering plan and other accessories as per the norms and stability calculations including cost and conveyance of all accessories Using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc complete for finished item of work, lift charges, machine mixing, laying concrete, vibrating, curing concrete etc, complete but excluding cost of steel and its fabrication charges etc complete for finished item of work (APSS No.402 & 403) For coloumns , Lintels, Water tanks, Rcc walls in building for 200mm thick SIDE WALL . .

Vibrated reinforced cement concrete M25 Grade Desing mix ( by weigh batching) using 20 mm size (SS5) hard granite machine crushed graded metal (coarse aggregate) from approved quarry using miminum quantity of 380 Kgs of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc. to site all operational, incidental, and labor charges such as Providing Centring, shuttering and scaffolding with props and steel plate as per the approved shuttering plan and other accessories as per the norms and stability calculations including cost and conveyance of all accessories Using Cashewrina Ballies and wooden runners etc.complete for finished item of work, lift charges, machine mixing, laying concrete, vibrating, curing concrete etc, complete but excluding cost of steel and its fabrication charges etc complete for finished item of work (APSS No.402 & 403) for 125mm thick cover Slab in Ground floor .

Providing High Yeild Strengh Deformed (HYSD) steel bars (Fe 500 grade 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 as size and binding wire of 20SWG, forming grils for reinforcement work as per approved designs and drawings including cost and convenyance 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 ground floor

providing impervious coat over RCC root slab to required slopes with CM(1:3) prop. 20mm thick (average) mixed with water proofing compound manufactured by reputed manfacturers as approved by Engineer - in - charg w at 1kg/bag of cement laid over roof slab when it is greenm finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cm×45cm including cost and conveyance of all materials like cement, sand,water proofing compound, water etc., to site, seigniorge charges, sales & other taxes on all materials, all opertional, incidental charges and labour charges such as mixing mortar,laying,rounding off at junction of wall and slab rendering smooth with thread lining ,lift charges, curing, etc., complete for finished item of work. (APSS NO. 901&903) in Ground floor .

Supplying & fixing 914.4 x 457.2 mm CI man hole frame and cover (light weight) 30 Kgs all labour charges sales and other taxes on all materials etc complee for finished item of work - BMW-I.86

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, seigniorge charges, sales & other taxes on all materials, all opertional, incidental charges and labour charges such as mixing mortar, scaffolding charges,lift charges, including cutting of Grooves wherver necessary as directed by Engineer - in - charges, finishing, curing, etc., complete for Even Surface of Wall for finished item of work. (APSS NO. 903&904) forGround floor .

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)

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) Gravel Shoulders

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH,.

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)

Plain Cement Concrete M20 Design Mix (by wigh batching) using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including 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 steel centering, shuttering, machine mixing, laying concrete, lift charges, curing etc., complete for finished item of work for C.C.Road (APSS No. 402 & 403)

Plain Cement Concrete M20 Design Mix (by wigh batching) using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 360 kgs. of cement per 1 cum of concrete including 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 steel centering, shuttering, machine mixing, laying concrete, lift charges, curing etc., complete for finished item of work for Kerb Walls (APSS No. 402 & 403)

Supply and Fixing of 25.40mm thick mastic pad including cost and conveyance of all materials and all labour charges etc complete,. BMS-W.20

Supplying , laying , aligning & jointing of RCC Hume Pipes of 300mm dia NP2 class including all necessary fixtures like collars of respective diameter including cost and convenyance of all materilas to site, sales and othe taxes on all materials , lifting, placing and fixing in position for finished item of work.

( Ruppes in Twenty Seven Lakhs Ten thousand Eight Hundred and Thirty Four Only )