Construction of compoundwall, CC Pavement & CC Drains and parking shed at Junior Judges court at Mydukur in YSR kadapa District (2nd Call)

Earth work excavation and removal of unserviceable soils upto SDR including excavation, loading and disposal upt 1000 mts etc., complete for finished item of work as per MoRT&H specification 301 (5th Revision) and as directed by the Engineer - in - Charge.

Sand filling in foundation including cost and conveyence of all materials to site and watering, tamping etc., complete for finshed item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer - in - Charge.

Construction of Granular sub-base by providing HBD material confirming to Grading - V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.

Providing Vibrated Cement Concrete (1:4:8) mix using 40mm size HBD crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for CC PAVEMENT

Vibrated cement concrete M 35 grade using 20mm & 10mm HBD crusher stone aggregate ( Coarse aggregate confirmation to table 1000-1 and fine aggregate confirming to table 1000-2) including cost, conveyance of all materials to site and labour chages, centering, machine mixing, laying, vibrating, curing etc., complete for finished item of work as per MoRT&H specification 1500, 1700, 2100 & 2702 (5th Revision) and as directed by the Engineer - in - Charge for C.C. pavement.

Providing Uncoated Mild Steel bars ( Fe-250 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2200 (5th revision) and as per I.S.1786 of 1985 for CC Pavement

Providing HYSD bars ( Fe-415 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2100 (5th revision) and as per I.S.1786 of 1985 for CC Pavement

Contraction sawn joint groove (using diamond studded blades )3 to 5 mm wide and 1/4 to 1/3 depth of the slab + or - 5mm or as stibulated in the drawings and dowel bars complying with clause 602.6.5 of specifications for road and bridge works (third revision) published new delihi in 1995 by IRC on behalf of Government of India ,Ministry of surface transport as directed in the drawings. The contraction joint shall be cut as soon as the concrete as undergone initial hardening and as hard enough to take the load of joint sawing machine with out causing damege to the slab.The joint ceiling compound shall be hot poured bitumen type having flexibility ,resistancce to age hardening and durability of the sealant shall be in accordance with BS 5212 (part-2)with all lead & lift including cost and conveyance of all materials etc, complete for 50 mm depth.

Cost and supply of mastic pads 25.40 mm thick including cost and conveyance of mastic pads to the required size and fixing in postion etc., complete as directed by the Engineer - in - Charge

Supplying and laying of seperation membrane 125 micron and as per ISI standard specification duly fixing over CC (1:4:8) including cost, conveyance of all materials etc., complete and as directed by the Engineer-in-Charge during execution of work

Forming embankment with borrowed useful earth from outside road boundarywith an extra lead 17.00 Kms by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P , complete for finished item of work as per MoRT&H specification 305 (5th revision)

Forming shoulders with borrowed useful seclected earth having MDD of not less than 1.75 gms/cc from outside road boundary by mechnical means with all lead 17.00 Km by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with vibratory road roller @ OMC to meet requirement of table 300-2 of MORT&H including all hire and operational charges of T&P , complete for finished item of work as per MORT&H specification 305 (5th revision)

Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work, excluding seigniorage charges, as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge

Sand filling in foundation including cost and conveyence of all materials to site and watering, tamping etc., complete for finshed item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer - in - Charge.

Providing Vibrated Cement Concrete (1:3:6) mix using 40mm size HBD crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for base coarse below

Vibrated reinforced cement concrete M 20 grade using 20mm & 10mm HBD crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2100 (5th revision ) and as directed by the Engineer-in-Charge for for foundations

Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBD crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position,Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for SIDE WALLS

Vibrated reinforced cement concrete M 20 grade using 20mm & 10mm HBD crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (5th revision ) and as directed by the Engineer-in-Charge for Cover slabs over side drains

Providing HYSD bars ( Fe-415 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2100 (5th revision) and as per I.S.1786 of 1985 for foundations of R.C.C items.

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS 20B (ApSS 308) in Ordinary Soil-Manual Means-Upto 3M depth [BLD-CSTN-2.1]

Plain Cement Concrete (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) for foundation levelling courses and flooring beds using 40mm size (SS5) hard Granite metal upto Plinth level from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, sales & other taxes on all materials and including all charges for mixing, laying concrete in foundations ramming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work. (APSS No. 402) for:-Machine Mix-PCC (1:4:8) NOMINAL MIX

Filling with Sand in trenches, sides of foundations & basement from approved quarry consolidating deposited layer by watering and ramming, including all operational, incidental, labour charges, complete including cost and conveyance of sand for finished item of work. (APSS No 309 & 310).

Supply and placing of the M-25 Grade Vibrated reinforced Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / 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 excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete including HIRE CHARGES FOR CENTERING & SCAFFOLDING but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work. for FOUNDATIONS, PLINTH, PEDESTALS, STEPS Design Mix : M 25(Weigh Batch) Centering with Steel upto 3.66 For Footings for compound wall

Supply and placing of the M-25 Grade Vibrated reinforced Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / 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 excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete including HIRE CHARGES FOR CENTERING & SCAFFOLDING but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work. for FOUNDATIONS, PLINTH, PEDESTALS, STEPS Design Mix : M 25(Weigh Batch) Centering with Steel upto 3.66 For Columns for compound wall

Supply and placing of the M-25 Grade Vibrated reinforced Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / 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 excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete including HIRE CHARGES FOR CENTERING & SCAFFOLDING but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work. for FOUNDATIONS, PLINTH, PEDESTALS, STEPS Design Mix : M 25(Weigh Batch) Centering with Steel upto 3.66 For Plinth beem for compound wall

Solid Fly-ash Block masonry 225 mm thick for panel walls in super structure, parapet walls with cement mortar (1:6) prop (Cement:sand) using solid fly-ash blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks from approved source having minimum crushing strength of 5 N/sq.mm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,cost of excluding seigniorage on all materials and all incidental and operational, labour charges like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing etc., complete for finished item of work as per SS 504. for:-Fly Ash Block Masonry in CM 1:6 (290x225x140)

Supplying, fitting and placing HYSD (Fe 500/ tmt grade as per IS 1786-1985) bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost and conveyance of bars from approved sources to site of work, binding wire, cover blocks and all incidental, operational, 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 [ BLD-CSTN-4-1]

Plastering 12 mm thick in single coat in CM (1:5) including cost and conveyance of all materials like cement, sand, water etc., to site, excluding seigniorage charges, sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for Internal & Even faces of Brick Wall and RCC exposed faces for finished item of work. (SS 901,903 & 904)

Plastering 20 mm thick in two coats with base coat of 16 mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, excluding seigniorage charges, sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for External & Uneven Surfaces of Brick Wall and RCC exposed surfaces for finished item of work. (SS 901,903 & 904) for:-Plastering 2/c in CM (1:4) & (1:6): 20 mm

Painting to new walls with 2 coats of acrylic emulsion paint of approved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for external walls for:-External Colouring - acrylic emulsion paint - 2 Coats+1 coat primer

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS 20B (ApSS 308) in Ordinary Soil-Manual Means-Upto 3M depth [BLD-CSTN-2.1]

Filling with Sand in trenches, sides of foundations & basement from approved quarry consolidating deposited layer by watering and ramming, including all operational, incidental, labour charges, complete including cost and conveyance of sand for finished item of work. (APSS No 309 & 310).

Plain Cement Concrete (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) for foundation levelling courses and flooring beds using 40mm size (SS5) hard Granite metal upto Plinth level from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, sales & other taxes on all materials and including all charges for mixing, laying concrete in foundations ramming in 15 cm layers finishing top surface to the required level curing etc., comp

Supply and placing of the M-25 Grade Vibrated reinforced Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / 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 excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete including HIRE CHARGES FOR CENTERING & SCAFFOLDING but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work. for FOUNDATIONS, PLINTH, PEDESTALS, STEPS Design Mix : M 25(Weigh Batch) Centering with Steel upto 3.66 For Footings and Pedeastals

Supplying, fitting and placing HYSD (Fe 500/ tmt grade as per IS 1786-1985) bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost and conveyance of bars from approved sources to site of work, binding wire, cover blocks and all incidental, operational, 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 [ BLD-CSTN-4-1]

Supplying & fixing of Tubular / M.S.Hallow section pipes(Rectangular hallow sections / Square hallow sections pipes) Trusses,Rafters,Purlins etc.,including cost & conveyance of Tubular / M.S.Hallow section pipes,M.S.Plates labour charges for fabrication like cutting ,bending,welding and erection etc., complete.

Roofing: - Roofing will be provided with 0.5mm thick galvanized / pre painted G.I. profiled sheets fixed to the purlins with 14 size self drilling screws with neoprene washer. Side laps are stitched with self tapping / drilling screws. End laps are to be sealed with 25x3 mm Butyl tape. The sheets are provided with anti capillary grove.