Construction of Open Drain from Administrative building to Covering Silos and Extruder Plant Area at IDa Nacharam Hyderabad

Earth work excavation for foundations (Mechanical Means) for buildings in ordinary soils and depositing on bank for all lifts and with an initial lead of 10m and up to 3m depth including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308)

Earth work excavation for foundations (Mechanical Means) for buildings in ordinary rock (not requiring blasting) and depositing on bank for all lifts and with an initial lead of 10m and up to 3m depth including all operational,incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308)

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including sales & other taxes on all materials and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402).

Plain Cement Concrete (1:3:6) nominal mix using WEIGH BATCHER / MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 220 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 including steel centering, shuttering, machine mixing, lift charges, laying concrete,vibrating, curing, overheads & contrctors profit etc., complete for finished item of work for Storm water drain base (APSS No. 402 & 403).

Supply and placing RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using concrete mixer with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, vibrating, curing, centering using Steel scaffolding pipes, jack Props, Steel Centering Plates, etc.,complete but excluding cost of steel and its fabrication charges for finished item of work and excluding seigniorage charges and taxes like GST etc. (APSS 403) Drain bottom

Supply and placing RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using concrete mixer with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, vibrating, curing, centering using Steel scaffolding pipes, jack Props, Steel Centering Plates, etc.,complete but excluding cost of steel and its fabrication charges for finished item of work and excluding seigniorage charges and taxes like GST etc. (APSS 403) base concrete(FOOTING)

Supply and placing RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using concrete mixer with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, vibrating, curing, centering using Steel scaffolding pipes, jack Props, Steel Centering Plates, etc.,complete but excluding cost of steel and its fabrication charges for finished item of work and excluding seigniorage charges and taxes like GST etc. (APSS 403) 100mm thick precast slabs. :

Supply and placing RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using concrete mixer with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, vibrating, curing, centering using Steel scaffolding pipes, jack Props, Steel Centering Plates, etc.,complete but excluding cost of steel and its fabrication charges for finished item of work and excluding seigniorage charges and taxes like GST etc. (APSS 403) 125mm thick precast slabs. :

Supply and placing RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using concrete mixer with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, vibrating, curing, centering using Steel scaffolding pipes, jack Props, Steel Centering Plates, etc.,complete but excluding cost of steel and its fabrication charges for finished item of work and excluding seigniorage charges and taxes like GST etc. (APSS 403) Base slab 160 mm thick for Box culvert :

Supply and placing RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using concrete mixer with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, vibrating, curing, centering using Steel scaffolding pipes, jack Props, Steel Centering Plates, etc.,complete but excluding cost of steel and its fabrication charges for finished item of work and excluding seigniorage charges and taxes like GST etc. (APSS 403) 200mm thick side walls

Supply and placing RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using concrete mixer with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, vibrating, curing, centering using Steel scaffolding pipes, jack Props, Steel Centering Plates, etc.,complete but excluding cost of steel and its fabrication charges for finished item of work and excluding seigniorage charges and taxes like GST etc. (APSS 403) 150mm thick side walls

Providing, laying Reinforced cement concrete Hume pipes of 1800 mm Dia., Np-2 class including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1800mm dia. R.C.C NP-2 Class Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work. 1800m dia

Providing Thermo Mechanically Treated (TMT) (Fe -500/500D/550D from Primary producer as per IS 1786-2008) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc. ,and overheads & contractors profit complete for finished item of work. (APSS No.126).

Supplying, filling, spreading & leveling stone boulders in rain water recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge

Filling with 40mm HG metal in Rain water recharge pit including cost and conveyance of all materials and labour charges etc., complete as per standard specification and as directed by Departmental Engineer

Filling with 20mm HBG metal in Rain water recharge pit including cost and conveyance of all materials and labour charges etc., complete as per standard specification and as directed by Departmental Engineer including cost and conveyance of water to work site and all peraitonal,incidental ,labour charges,hire charges of T&P etc., and overheads & contractors profit complete for fnished item of work (APSS NO.309&310)

Filling with carted coarse sand in trenches,sides of foundations and basement with initial lead in layers not exceeding 15cm thick,watering and ramming including cost and conveyance of water to work site and all peraitonal,incidental ,labour charges,hire charges of T&P etc., and overheads & contractors profit complete for fnished item of work (APSS NO.309&310)

Filling with carted gravel by manual means in trenches, sides of foundations and basement 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., and overheads & contractors profit complete for fnished item of work. (APSS NO. 309 & 310)

Filling with useful available excavated earth by manual means (excluding rock) in trenches, sides of foundations and basement 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., and overheads & contractors profit complete for finished item of work. (APSS NO. 309 & 310)

Drilling of tube well by down the hole hammer (DTH) drilling to a finished dia of 165mm (6 1/2 " ) dia in all formations suitable for down the hole hammer drilling, hard rock formation all consolidated formation etc., and drilling in over burden to dia not less than 200mm etc., any other relevant materials required upto the depth as directed by the department and transportation of drilling rigs and supporting vehicles and including drilling bore wells at a pressure of 7 Kgs/ sqscm (100 PSI) conducting yield test crew charges cost and conveyance of all other materials and all other charges required assembling etc., complete all done to the satisfaction of the department but excluding cost of casing pipe conducting and cap

Providing 160 mm Dia ISI marked PVC down water take pipes with socket , 2.5mm thick 4.0 kg/sq.cm pressure of ISI marked including cost of necessary PVC Bends, shoes, iron / PVC clamps and all other accessories and fixing in position including cost and conveyance of all materials, sales & other taxes on materials to site, operational & incidental charges including all labour charges for fixing at site etc., and overheads & contractors profit complete for finished item of work. (APSS No. 1328)

Supply and placing RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing, steel centering & steel shuttering, etc.,complete but excluding cost of steel and its fabrication charges for finished item of work and excluding seigniorage charges and taxes like GST etc. (APSS 403) for 75 mm thick Perforated pre-cast slabs.

Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe, removable as per requirement, all complete for bore well of 160mm dia

Plain Cement Concrete M 20 design mix using WEIGH BATCHER / MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) 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 including steel centering, shuttering, machine mixing, lift charges, laying concrete,vibrating, curing, overheads & contrctors profit etc., complete for finished item of work (APSS No. 402 & 403) for Kerb stone.

Painting two coats of synthetic enamel paint Grade-II VOC (Volatile Organic Compound) content less than 30 grams/litre of approved shade including cost and conveyance of all materials to site cost of primer coat and all labour charges etc. complete including applying sand paper on lappam coats for neat finish including sales & other taxes on cost of all materials etc., and overheads & contractors profit complete in all floors (APSS No.1200, 1207 & 1211).

Plain Cement Concrete M 20 design mix using WEIGH BATCHER / MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 330 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 including steel centering, shuttering, machine mixing, lift charges, laying concrete,vibrating, curing, overheads & contrctors profit etc., complete for finished item of work (APSS No. 402 & 403) for Saucer drain

Plain Cement Concrete M 15 nominal mix using WEIGH BATCHER / MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 275 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 including steel centering, shuttering, machine mixing, lift charges, laying concrete,vibrating, curing, overheads & contrctors profit etc., complete for finished item of work (APSS No. 402 & 403).

Supply and placing RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using concrete mixer with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, vibrating, curing, centering using Steel scaffolding pipes, jack Props, Steel Centering Plates, etc.,complete but excluding cost of steel and its fabrication charges for finished item of work and excluding seigniorage charges and taxes like GST etc. (APSS 403) Roof Slabs 175mm thick : un supported height up to 3.66 m

Supplying and fabricating and fixing in steel works like Window Grills, Compound Wall Grills, Iron Doors, Windows including cost of welding rods, power charges of approved design and including cost and conveyance of all materials, labour charges for erecting & fixing all structural steel works erecting in position and fixing etc., complete in position, labour charges for fabrication, all incidental charges, overheads and contractor profit etc., complete for finished item of work as directed by the Engineer-in-Charge

Construction of un-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 in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork ( laying and fixing of 125 mictron thick polythene film, including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, plate vibrators and finished in continuous operation including near approaches to bridge / culvert and admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.