Construction of CC Drains and Laying of CC Roads in SC localities and Providing Drinking Water Supply by drilling of New borepoint near Anganwadi Pre-primary school, BKG Colony Ward no 4 in Buchireddypalem Municipality

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH for foundations of cc drains and culverts upto 3.00m depth ( RBR-FNDN-1) for Drain Portion

Filling with gravel /stone dust as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH for shoulders RBR-FNDN-2(1) for Drain Portion

Plain cement concrete (1:4:8) using 40mm m/c SS5 HBG including machine mixing, laying, compacting, finishing, curing etc for foundations of CC drains , culverts and buildings unit 1.00 cum for Bed Concrete

Providing concrete for plain/reinforced concrete in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. unit 1.00 cum Nominal mix M 15 for Bed Concrete

Providing concrete for plain/reinforced concrete in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. unit 1.00 cum Nominal mix M 15 for Side Walls

Providing concrete for plain/reinforced concrete in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. unit 1.00 cum Nominal mix M 15 for Side Walls

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH for foundations of cc drains and culverts upto 3.00m depth ( RBR-FNDN-1) for Drain Portion

Filling with gravel /stone dust as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH for shoulders RBR-FNDN-2(1) for Drain Portion

Plain cement concrete (1:4:8) using 40mm m/c SS5 HBG including machine mixing, laying, compacting, finishing, curing etc for foundations of CC drains , culverts and buildings unit 1.00 cum for Bed Concrete

Providing concrete for plain/reinforced concrete in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. unit 1.00 cum Nominal mix M 15 for Bed Concrete

Providing concrete for plain/reinforced concrete in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. unit 1.00 cum Nominal mix M 15 for Side Walls

VCC vertical walls of plane surface including open drains of 600mm size and above For Centering of Side Walls

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) 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., complete for finished item of work in all floors.( APSS No.126) for pre cast slabs of culverts for cover slab

RCC M-20 Nominal mix (cement,fine aggregate,coarse aggregate) corresponding to Table -9 of IS -456 using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work,but including centering,shuttering unit 1.00cum for culvert slabs

Earthwork excavation by Mechanical Means as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material etc

Filling with Stone crusher dust in the bottom layers not exceeding 15 cm thick, consolidating each deposited layer by ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc.

Providing Plain Cement Concrete (1:4:8) for bed using 40mm Graded hard stone aggregate, mechanically mixed, compacted by vibration including curring for 14days complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

Construction of un-reinforced,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 using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using plate vibrators and finished in continuous operation including provision of construction joints, curing of concrete Complete including cost and conveyance of all material and labour charges and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Filling with gravel /stone dust as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH for shoulders RBR-FNDN-2(1)

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH for foundations of cc drains and culverts upto 3.00m depth ( RBR-FNDN-1) for Drain Portion

Filling with gravel /stone dust as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH for shoulders RBR-FNDN-2(1) for Drain Portion

Plain cement concrete (1:4:8) using 40mm m/c SS5 HBG including machine mixing, laying, compacting, finishing, curing etc for foundations of CC drains , culverts and buildings unit 1.00 cum for Bed Concrete

Providing concrete for plain/reinforced concrete in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. unit 1.00 cum Nominal mix M 15 for Bed Concrete

Providing concrete for plain/reinforced concrete in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. unit 1.00 cum Nominal mix M 15 for Side Walls

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH for foundations of cc drains and culverts upto 3.00m depth ( RBR-FNDN-1) for Drain Portion

Filling with gravel /stone dust as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH for shoulders RBR-FNDN-2(1) for Drain Portion

Plain cement concrete (1:4:8) using 40mm m/c SS5 HBG including machine mixing, laying, compacting, finishing, curing etc for foundations of CC drains , culverts and buildings unit 1.00 cum for Bed Concrete

Providing concrete for plain/reinforced concrete in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. unit 1.00 cum Nominal mix M 15 for Bed Concrete

Providing concrete for plain/reinforced concrete in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. unit 1.00 cum Nominal mix M 15 for Side Walls

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) 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., complete for finished item of work in all floors.( APSS No.126) for pre cast slabs of culverts for cover slab

RCC M-20 Nominal mix (cement,fine aggregate,coarse aggregate) corresponding to Table -9 of IS -456 using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work,but including centering,shuttering unit 1.00cum for culvert slabs

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH for foundations of cc drains and culverts upto 3.00m depth ( RBR-FNDN-1) for Drain Portion

Filling with gravel /stone dust as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH for shoulders RBR-FNDN-2(1) for Drain Portion

Plain cement concrete (1:4:8) using 40mm m/c SS5 HBG including machine mixing, laying, compacting, finishing, curing etc for foundations of CC drains , culverts and buildings unit 1.00 cum for Bed Concrete

Providing concrete for plain/reinforced concrete in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. unit 1.00 cum Nominal mix M 15 for Bed Concrete

Providing concrete for plain/reinforced concrete in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. unit 1.00 cum Nominal mix M 15 for Side Walls

Earthwork excavation by Mechanical Means as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material etc

Filling with Stone crusher dust in the bottom layers not exceeding 15 cm thick, consolidating each deposited layer by ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc.

Providing Plain Cement Concrete (1:4:8) for bed using 40mm Graded hard stone aggregate, mechanically mixed, compacted by vibration including curring for 14days complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

Construction of un-reinforced,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 using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using plate vibrators and finished in continuous operation including provision of construction joints, curing of concrete Complete including cost and conveyance of all material and labour charges and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Filling with gravel /stone dust as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH for shoulders RBR-FNDN-2(1)

Earthwork excavation by Mechanical Means as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material etc

Filling with Stone crusher dust in the bottom layers not exceeding 15 cm thick, consolidating each deposited layer by ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc.

Providing Plain Cement Concrete (1:4:8) for bed using 40mm Graded hard stone aggregate, mechanically mixed, compacted by vibration including curring for 14days complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

Construction of un-reinforced,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 using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using plate vibrators and finished in continuous operation including provision of construction joints, curing of concrete Complete including cost and conveyance of all material and labour charges and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Filling with gravel /stone dust as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH for shoulders RBR-FNDN-2(1)

Earthwork excavation by Mechanical Means as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material etc

Filling with Stone crusher dust in the bottom layers not exceeding 15 cm thick, consolidating each deposited layer by ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc.

Providing Plain Cement Concrete (1:4:8) for bed using 40mm Graded hard stone aggregate, mechanically mixed, compacted by vibration including curring for 14days complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

Construction of un-reinforced,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 using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using plate vibrators and finished in continuous operation including provision of construction joints, curing of concrete Complete including cost and conveyance of all material and labour charges and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Filling with gravel /stone dust as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH for shoulders RBR-FNDN-2(1)

Drilling of Bore hole (which may be carried out by pilot bore hole) to a finished dia of 200/225/300 /350/450 mm hole (for insertion of 110/140/160/180/200mm PVC Pipe / 175/200mm PVC Blue casing pipe) by Rotary drilling rig in all formations suitable for Rotary drilling such as alluvium, Loamy, clayey, sandy, burried channels, highly disturbed and bouldary zones high sheared and fractured zones followed by jointed to massive soft, medium rock, all formations typical and suitable for rotary drilling etc. including insertion of casing pipe , couplings, cap, plug fixation, and including filling the peripheral gap with rebullied pebbled gravel packing, bore development, conducting yield test, and all other required in the fixation of pipes assembly etc. but excluding the cost of casing pipe, couplings, dummys, clamps etc., as recommended by the departmental Geologist. The bore should be developed with compressor air until clear water free from sand and other materials continuously discharged. The size of gravel used for gravel packing should be as per ISI specification used for rotary tube well. The pebbled gravel packing should be carried out in such a way that the theoritical quantity consumed completely.The entire work to be carried out as per I.S. 2800 Part - I & II of 1979 and including cost of all materials and all labour charges and excluding all taxes etc., Drilling of Bore well 350mm dia for insertion of pipe dia of 175 mm

Cost and supply of 175 mm dia PVC blue casing pipe

Slotting charges for 175 mm dia PVC blue casing pipe

Supply and Delivery of 180 mm dia 6 Kg/cm2 PVCs Pipes for potable water supplies conforming to IS : 4985/2000 (3rd revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) inclusive of transportation to the sub-divisional stores anywhere in AP excluding all taxes.

Supply & Fixing of 180 mm dia PVC Bore Cap

Supply & delivery of 40mm GI ‘B’ Class Pipe

Supplying & fixing CI Horizontal Check (Non return) Valve - 50 mm NB Size

Supply and Transportation of 5.00HP, 5-10Stage 5star rated submersible motor pumpset, confirming to IS 8034 and motor confirming to IS 9283 with waterproof winding, Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415V ± 10%, Three Phase 50 Hz AC supply etc complete for 6" Bore well.Makes:Kirloskar / Crompton / Texmo / CRI / KSB/Lubi/ PSG/ ARYEN VARSHA /Falcon/Prithvi

Supply of 3 Core 2.5 Sq mm ISI marked Flat Copper cable of ISI for Submersible Motors confirming to IS: 694:1990.Makes:V-Guard / Vihan/Vimal / CRI/ Lubi/Unicab/Hitech/ Spykaar/Airson/Ollvin/Laser/Beljin/Rhino/Sudhakar/FortuneArrt/Unistar/DEC/ /LS cable/ A-Flex/Fybros/Foursun/Vimcab/Nakoda-Category-I

Fabrication , transportation and supply of suitable size panel board for single phase submersible motor 2 to 5HP consisting of relay, Contactor, starting and running capacitors, Voltmeter, Ammeter, indicator lamps, MCB , on/off switch including supply and fixing of DOL starter of complete.,Makes:make C&S/ Lauritz Knudsen (formerly L&T) /Seimens/BCH /KSP(Karunya) /Crompton. complete.,.

Earthwork in excavation for pipeline including dressing of sides and bottom and backfilling in trenches with excavated suitable material 75mm Dia PVC 6kg/Cm2pipe line

Supply and Delivery of 75 mm dia 6 Kg/cm2 PVCs Pipes for potable water supplies conforming to IS : 4985/2000 (3rd revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) inclusive of transportation to the sub-divisional stores anywhere in AP excluding all taxes. 75mm Dia PVC 6kg/Cm2pipe line

Supply of 1000 ml - Solvent Cement

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH for foundations of cc drains and culverts upto 3.00m depth ( RBR-FNDN-1) for Drain Portion

Filling with gravel /stone dust as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH for shoulders RBR-FNDN-2(1) for Drain Portion

Plain cement concrete (1:4:8) using 40mm m/c SS5 HBG including machine mixing, laying, compacting, finishing, curing etc for foundations of CC drains , culverts and buildings unit 1.00 cum for Bed Concrete

Providing concrete for plain/reinforced concrete in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. unit 1.00 cum Nominal mix M 15 for Bed Concrete

Providing concrete for plain/reinforced concrete in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. unit 1.00 cum Nominal mix M 15 for Side Walls

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) 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., complete for finished item of work in all floors.( APSS No.126) for pre cast slabs of culverts for cover slab

RCC M-20 Nominal mix (cement,fine aggregate,coarse aggregate) corresponding to Table -9 of IS -456 using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work,but including centering,shuttering unit 1.00cum for culvert slabs

Earthwork excavation by Mechanical Means as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material etc

Filling with Stone crusher dust in the bottom layers not exceeding 15 cm thick, consolidating each deposited layer by ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc.

Providing Plain Cement Concrete (1:4:8) for bed using 40mm Graded hard stone aggregate, mechanically mixed, compacted by vibration including curring for 14days complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

Construction of un-reinforced,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 using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using plate vibrators and finished in continuous operation including provision of construction joints, curing of concrete Complete including cost and conveyance of all material and labour charges and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Filling with gravel /stone dust as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH for shoulders RBR-FNDN-2(1)

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH for foundations of cc drains and culverts upto 3.00m depth ( RBR-FNDN-1) for Drain Portion

Filling with gravel /stone dust as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH for shoulders RBR-FNDN-2(1) for Drain Portion

Plain cement concrete (1:4:8) using 40mm m/c SS5 HBG including machine mixing, laying, compacting, finishing, curing etc for foundations of CC drains , culverts and buildings unit 1.00 cum for Bed Concrete

Providing concrete for plain/reinforced concrete in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. unit 1.00 cum Nominal mix M 15 for Bed Concrete

Providing concrete for plain/reinforced concrete in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. unit 1.00 cum Nominal mix M 15 for Side Walls

Earthwork excavation by Mechanical Means as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material etc

Filling with Stone crusher dust in the bottom layers not exceeding 15 cm thick, consolidating each deposited layer by ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc.

Providing Plain Cement Concrete (1:4:8) for bed using 40mm Graded hard stone aggregate, mechanically mixed, compacted by vibration including curring for 14days complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

Construction of un-reinforced,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 using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using plate vibrators and finished in continuous operation including provision of construction joints, curing of concrete Complete including cost and conveyance of all material and labour charges and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Filling with gravel /stone dust as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH for shoulders RBR-FNDN-2(1)