Water Supply Improvement Scheme in Khammam Municipal Corporation under UIDF Funding in Package-III

Construction of intakewell

RBR-FNDN-1- (I-B-ii) - In ordinary soils from 3.00m to 6.00m depth below GL by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Lines by mechanical means.

RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00m to 6.00m. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.

BLD-CSTN-3-2 (19) Providing PCC Grade M10 concrete using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, labour charges, for mixing, laying, concrete, ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work complete as per drawings and technical specifications as directed by the Engineer in Charge.

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Raft Slab

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.1200 Sidewalls of Collection well :Sidewalls of intake well from level + 99.00 to +104.00 above GL

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.1200 Sidewalls of Collection well : Sidewalls from level +104.00 to +107.00 above GL

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.1200 Sidewalls of Collection well : Sidewalls from level +107.00+109.00 above GL

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.600 Sidewalls of Collection well : Sidewalls from level +109.00 to +112.00 above GL

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.600 Sidewalls of Collection well : Sidewalls from level +112.00 to +114.00 above GL

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Floor Slab (450 mm thick) at level+114.00

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Columns from floor level to Roof level from level +114.00 to +119.5.00m

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Columns from floor level to Roof from level +119.50 to +122.00m

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.B1,2-(300x750) at level +114.00m

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Lintel Beam above rolling shutters and windows (230x230) at level +118.00m

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Sunshades 75mm thk at level +118.00m

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Ring beam at Support of crane at level +119.50m

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Roof Beams at level +122.00m

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Roof Slab 150mm thick

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) bars (Fe-500/500D/550D 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 etc., complete for finished item of work.( APSS No.126).1st floor

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) bars (Fe-500/500D/550D 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 etc., complete for finished item of work.( APSS No.126).2nd floor

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) bars (Fe-500/500D/550D 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 etc., complete for finished item of work.( APSS No.126).6th floor

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) bars (Fe-500/500D/550D 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 etc., complete for finished item of work.( APSS No.126).7th floor

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) bars (Fe-500/500D/550D 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 etc., complete for finished item of work.( APSS No.126).9th floor

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) bars (Fe-500/500D/550D 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 etc., complete for finished item of work.( APSS No.126).10 th Floor

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) bars (Fe-500/500D/550D 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 etc., complete for finished item of work.( APSS No.126)Floor level beams , slab

BLD-CSTN-5-4-(42): Brick Masonary 2nd Class Ground moulded or traditional size 23x11x7 cm in Cement Mortor 1:6 Prop including Cost & conveyance of all Materials like Cement, Sand, Bricks, Water, etc., to site including all labour charges like mixing Cement Mortor, scaffolding charges, lift charges, curing charges etc., complete for finished item of work.Circular wall upto 4.0 m ht

BLD-CSTN-5-4-(42): Brick Masonary 2nd Class Ground moulded or traditional size 23x11x7 cm in Cement Mortor 1:6 Prop including Cost & conveyance of all Materials like Cement, Sand, Bricks, Water, etc., to site including all labour charges like mixing Cement Mortor, scaffolding charges, lift charges, curing charges etc., complete for finished item of work.Circular wall above 4.0 m ht

BLD-CSTN-8-8-(83) : Plastering with 20mm thick in single coat in CM (1:3) finished smooth including cost and conveyance of all materials to site, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903).Interior of Pump HouseExterior of Pump House

BLD-CSTN-8-8-(83) : Plastering with 20mm thick in single coat in CM (1:3) finished smooth including cost and conveyance of all materials to site, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903).Interior of pump houseExterior of Pump house

BLD-CSTN-8-10 - (85): Plastering 12mm thick two coats with base coat of 8mm thick in C.M. (1:5) and top coat of 4mm thick in C.M. (1:3) with dubara sponge finishing including cost & conveyance of all materials like cement, Sand , Water, etc., to site, all operational charges, labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves where ever necessary etc., complete for finished item of work.Roof SlabChajjaFloor Slab

BLD-CSTN-12-3-(170) ; Painting Walls with approved Water Proof Cement Paint over Priming Coat, One Coat (All Colours) making 2 coats in all to give an even shade after thourughly 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.

Supply & fixing of Rolling shutter made of 80 x 1.25 mm machine rolled CRCA laths, interlocked together through their entire length and jointed together at the ends by end-locks, mounted on specially designed pipe shaft of 50mm dia nominal bore MS B class pipe with brackets, plates, guide channels, stoppers, bottom locking plates and arrangements for inside & outside locking with push-pull operations including cost of hood cover and springs complete, painted with one coat of approved steel primer, locks, ball bearings, all accessories etc complete for finished item of work as per special spn: 1108Rolling shutter R/S1

Supplying and fixing of Unplasticized Poly Vinyl Chloride (UPVC) 3 track sliding windows with mesh shutter – (2-glass shutters and 1-mesh shutter) duly manufactured using UPVC reinforced profiles (Composition of profile shall consists a minimum of 5.5 PHR of TiO2 and not more than 12 PHR of CaCo3 for every 100 parts of PVC resin)of (94 mm x 45 mm)/(80 mm x 52 mm) x 2.20 mm for outer frames, (58 mm x 39 mm)/(54 mm x 38 mm) x 2.20 mm for sliding shutter frames capable of mounting single glazing system structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.0/1.2 mm prefabricated & welded through fusion welding. The window sash shall be fitted with 5 mm thick clear float glass of reputed make and mesh shutter frame shall be (42 mm x 25 mm)/(52 mm x 21.5 mm) x 2.0 mm fitted with Vinyl Coated Fibre mesh- on rollers/ pulley duly fixed with Grey colour TPV Gasket for sash & Glazing bead shall be co-extruded with Grey colour soft PVC. System shall have single point locking with Touch Lock and the system is to be installed at the site using anchor fasteners, silicon rubber sealant, easy glazing/ deglazing at site etc., including cost and conveyance of all materials, accessories, labour charges for transportation, erection at site complete for finished item of work. TBSC-M.II-11Windows

BLD-CSTN-10-25-(148) : Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost of all materials, conveyance charges of all materials and including all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc,, complete for finished item of work

Internal Electrification

Supply and Fixing of 25mm outer dia 2mm thick heavy grade with IS:9537 part 3 rigid PVC pipe (ISI MARK) concealed in Roof Slabs with all required accessories including masonary work and labour charges etc., complete. Makes : Sudhakar / Finolex / Modi / VIP / Precision / Universal / Million Plast / Gold / Polycab / DEC / Beljin / Champion / Austro

Supply and Fixing of 25mm dia 1.5mm thick surface outer dia medium grade, with IS:9537 part 3 rigid P.V.C. pipe (ISI MARK) with all accessories fixing on chromium plated metallic base saddles including all labour charges etc., complete for run of mains. Makes : Sudhakar / Finolex / Modi / VIP / Precision / Universal / Million Plast / Gold / Polycab / DEC / Beljin / Champion / Austro

Wiring with 2 runs of 1.5 Sq.mm FRLSH / HFFR PVC insulated 1100V grade as per IS:694/1990, IS 17048 specification for Copper cable (ISI MARK) in existing pipe with 6A switch, Ceiling rose and 3mm thick hylam sheet covering to switch control box including all labour charges etc., complete for light, bell, fan and exhaust fan points in Non-Residential Buildings Makes : Finolex / RR kabel / Havells / Polycab / Beljin (HFFR) /Ollvin(HFFR) / Finecab Gold (HFFR) / GM(HFFR) / Gold Medal(HFFR) / Million (HFFR) / KEI (HFFR) / V-Guard (HFFR)./ DEC (HFFR) / Bonton (HFFR) and Avocab (HFFR) / Fortune Arrt (HFFR) / SPM (HFFR) / Sudhakar (HFFR) / Nakoda (HFFR) / HPL (HFFR) / GLOSTER (HFFR)

Supply and fixing of 6A 3 pin wall plug socket with 6A switch control on a common switch board with earth continuity including wire leads, earth connections along with all labour charges etc., complete. Makes : GM G Home / Gold Medal Olive / Million Zoom / Anchor Penta Cherry / Great white Omega / HPL / Vimal / CPL

Supply and fixing of 16A 3pin plug flush type socket with shutter indicator lamp and 16Amps fuse unit and 16 Amps switch control (5 in one) on decolam sheet covered board including earth connection and all labour charges etc., complete on wall.

Supply and run of 1 of 14 /0.3mm (1.0 Sq.mm) FRLS / HFFR PVC insulated 1100V grade as per IS:694/1990 specification for Copper cable in existing pipe for Earth Continuity including all labour charges etc., complete.. Makes : Finolex / RR kabel / Havells/APAR EBXL / KEI / L&T / V-Guard.6A 3 pin wall plug socket with 6A switch16A 3pin / 6A 3pin plug socket

BLD-ELEC-3.1.4 ; Supply and run of 2 of 2.5 Sq.mm FRLS / HFFR PVC insulated 1100V grade as per IS:694/1990, IS 17048 specification for Copper cable in existing pipe for mains including all labour charges etc., complete. Makes : Finolex / RR kabel / Havells / Polycab / Beljin (HFFR) /Ollvin(HFFR) / Finecab Gold (HFFR) / GM(HFFR) / Gold Medal(HFFR) / Million (HFFR) / KEI (HFFR) / V-Guard (HFFR)./ DEC (HFFR) / Bonton (HFFR) and Avocab (HFFR) / Fortune Arrt (HFFR) / SPM (HFFR) / Sudhakar (HFFR) / Nakoda (HFFR) / HPL (HFFR) / GLOSTER (HFFR)

BLD-ELEC-3.1.4 ; Supply and run of 2 of 4 Sq.mm FRLS / HFFR PVC insulated 1100V grade as per IS:694/1990, IS 17048 specification for Copper cable in existing pipe for mains including all labour charges etc., complete. Makes : Finolex / RR kabel / Havells / Polycab / Beljin (HFFR) /Ollvin(HFFR) / Finecab Gold (HFFR) / GM(HFFR) / Gold Medal(HFFR) / Million (HFFR) / KEI (HFFR) / V-Guard (HFFR)./ DEC (HFFR) / Bonton (HFFR) and Avocab (HFFR) / Fortune Arrt (HFFR) / SPM (HFFR) / Sudhakar (HFFR) / Nakoda (HFFR) / HPL (HFFR) / GLOSTER (HFFR)

Providing independent earthing for Important equipment with 40mm dia 'B' class 2.5m long G.I pipe and 19mm dia 'B' class G.I pipe of 0.3mtr. long connected with reducer providing G.I funnel with mesh enclosed in C.C/ brick massonry chamber of 450m x 450m x 400mm with R.C.C. Slab cover duly providing staggered holes filling with 20Kg Salt and 40Kg Charcoal or 40Kg bentonite powder from the bottom of the pipe giving earth connection from electrode through G.I strip of 40 x 6mm x 200mm length with all accessories and labour charges complete, as per IS specifications 732/1982 (Part II) NOTE : Whenever providing full length of electrode is not possible due to the obstruction of water tube / rock, the length of electrode may be reduced and additional earthing may be done to meet earth resistance

ELEC data -4-1-3: Supply and erection of Panel mounting cubical type 125A TPN 415V, 50 Hz. switch disconnector fuse unit cubicle type complete with front drive mechanism with door inter lock, padlocking arrangement etc., complete with HRC fuse links on existing control panel. Fuse unit makes : L&T / SCHNEIDER / C&S / ABB / SIEMENS Fuse Links : Makes : L & T / C & S / Standard / HPL / Havells / Siemens / Indo Asian.

Supply, transportation and fixing of 22W +/10% , >/ 2300 lumens, 1200 mm (+/- 10%) length LED light housing made with alluminium anodised body, wide operating voltage with PF≥0.9, Surge protection: > 2KV, THD<10%, with inbuilt driver and frosted cover CCT: 3000K - 6500K as desired by the department as per IS, minimum CRI≥80 etc., complete with 5 years warranty with BIS Certification with BIS Certification including all required material, labour charges etc. complete LUMINAIRE MAKE : Phillips / OSRAM / Wipro / Crompton / Bajaj / Havells / Jaquar / Panasonic / Halonix / HPL / Eveready / Surya / Keselec / Arraystorm / GM / Goldmedal / Goldwyn / Fortune Arrt / Lighting Technologies LED MAKE : PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG / LG LEDs.

Supply, delivery and fixing of 12" (300mm), 900 RPM Heavy duty exhaust fan with metallic blades including cost and conveyance of materials, labour charges for fixing of exhaust fan with necessary connections and masonry work for finishing etc. complete as directed by the Engineer in Charge. Makes of exhaust fan : Crompton / Almonard / Havells Turbo Force SP.

Lead Channel into Munneru river / Construction of RCC Walk way Bridge for Intake well

RBR-FNDN-1- (I-B-ii) - In ordinary soils from 3.00m to 6.00m depth below GL by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Lines by mechanical means.

BLD-CSTN- 2-8 modfied in 2021-22 : Filling with HBG stone chips of 2.36mm and below 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., complete for finished item of work. (APSS NO. 309 & 310)

BLD-CSTN-3-2 (19) Providing PCC Grade M10 concrete using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, labour charges, for mixing, laying, concrete, ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work complete as per drawings and technical specifications as directed by the Engineer in Charge.

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Footings

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Tie Beam 1 above GL

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Tie Beam 2 at 6.00 Mts height

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Tie Beam 3 at 9.00 m Height

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Tie Beam 4 at 12.00 m Height

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Tie Beam 4 at 12.00 m Height

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Beam 1 Beam 2at 18.00 m Height

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Column - 0.00-3.60m ht

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Column -3.60-7.20m ht

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Column -7.20-10.80m ht

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Column -10.80-14.40m ht

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Column -14.40-18.00m ht

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Slabs

Manufacturing, supply and errection of Stainless steel hand rails using 60.30mm dia, 2.90mm thick Mirror polished Seamless tubes with Top horizontal rails and verticle posts of 33.7 mm dia 2.66 mm thick spaced not more than 1.0 m as directed by departmental officers, including fabrication buffing, polishing, lacquer finishing, welding with stainless steel welding rods and transportation to site, fixing with 100mm dia 8mm thick SS base plate including cost and conveyance of all materials, SS welding rods, fabrication charges, and labour charges for fixing in position and all other incidental and operational charges etc., complete for finished item of [email protected] Kgs /sqm

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) bars (Fe-500/500D/550D 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 etc., complete for finished item of work.( APSS No.126).Ground Floor Footings,Column

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) bars (Fe-500/500D/550D 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 etc., complete for finished item of work.( APSS No.126)Tie beams Column.1st Floor

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) bars (Fe-500/500D/550D 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 etc., complete for finished item of work.( APSS No.126)Tie beams Column.2nd Floor

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) bars (Fe-500/500D/550D 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 etc., complete for finished item of work.( APSS No.126)Tie beams Column.3rd Floor

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) bars (Fe-500/500D/550D 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 etc., complete for finished item of work.( APSS No.126)Tie beams Column.4th Floor

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) bars (Fe-500/500D/550D 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 etc., complete for finished item of work.( APSS No.126)Tie beams .5 th Floor

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) bars (Fe-500/500D/550D 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 etc., complete for finished item of work.( APSS No.126)Tie beams .6th Floor

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) bars (Fe-500/500D/550D 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 etc., complete for finished item of work.( APSS No.126)Tie beams .7th Floor

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) bars (Fe-500/500D/550D 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 etc., complete for finished item of work.( APSS No.126)Beams and Slab.8 th Floor

IRR-DAW-5-6 Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent or as stipulated using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.

Dewatering pipe line trenches etc, duly bailing out water from the pipe line trenches with oil engine driven pumpsets of 5 HP capacity, including hire charges, fuel charges and wages for Driver and Helper and all other incidental and operational charges including suction and delivery hose, lead of drain in to natural drain etc, complete as directed by the Engineer in Charge

Excavation in all kinds of soil including boulders upto 0.30 m dia for Silt Removal from the Tank Bed and bringing it to the required profile including cost of all materials, machinery, labour, placing the excavated stuff for disposal with initial lead of 10 m and lift upto 3 m

Laying of Sand Bags in the stipulated places including cost of empty cement bag, sand, thread, stitching charges and labour charges etc.80m * (3+9)/2/0.175=2743 say 2745 bags 57.0m*3+9/2/.175=1955.00( 0.53*0.35=0.175 bag area)

Manufacture, Supply and Erection of 3(2+1)Nos of 133 kW vertical turbine pumpsets with 50 % standby with having combined discharge of 584 lps against total driving of 34m head at collection well cum pump house -1 to Prop.ELBR at head works

Manufacture, Supply and Erection of 3(2+1)Nos of 236 kW vertical turbine pumpsets with 50 % standby with having combined discharge of 918 lps against total driving of 36m head including DI suction, and delivery connections, Panel boards, cables, earthing arrangements,DI Non return valves, Butter fly valves , Providing thrust blocks, DI specials and pipes connection upto puming main, all taxes and duties, and all labour charges etc., complete including delivery connections upto pumping main.Gantrigirder,Pressure,Vaccum Guage ,Safety Equipment

Construction of 1500 KL RCC ELBR at Dhanvaigudem with a staging of 12.00m.

Construction of 1 No of 1500 KL ELSR of suitable design in a single compartment with a staging of 12.00m and with dead storage of 0.15 m and 0.45 m free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL, LWL, GL shall be adopted as per hydraulic designs.1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. 2) All concrete components shall be designed with M30 Design Mix proportion. 3) The foundations shall be designed for Annular Raft Footings inaccordance with IS 11089.The SBC for foundation of Elevated Level Services Reservoirs / OHSRs considered as 15 T/Sqm. 4) The structure shall be painted with three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof dome and 2 coats of weather proof emulsion painting for external surfaces over one coat of primer of approved make, lettering, all required fixtures, Pipes, Pipe specials, DI valves, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental directions and drawings. 5)The structure shall be designed for a wind pressure of not less than "150 kg/sq m", and Seismic forces for Zone-III seismic zone. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities from 500 KL & upto 1000KL. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.The structure shall comprise the following fixtures.

The tentative details of pipe connections are as follows.i) Pipe connections & Specials with D.I materials : a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. b) The Valves for above pipe connections also shall be of DI material of class PN 16 c) All specials such as Bends,Tees, Reducers, Duck foot Bends, Bell mouths etc,. shall be of DI material. ii) The sizes of the verticals for ELSR /OHSR shall be: a) For 500 KL to 750 KL ELSRs Inlet Pipe -Not less than 300mm dia. Out let Pipe -Not less than 350mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 350m dia Scour Pipe -Not less than 200mm dia b) For 800 KL to 1500 KLELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 450mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 450m dia Scour Pipe -Not less than 200mm dia c) For above 1500 KL to 2500 KL ELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 500mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 500m dia Scour Pipe - Not less than 200mm diaiii) All Manhole Frames & Covers shall be made of DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 8 Nos minimum. v) RCC Finial ventilator with fly/bird protection with copper or stainless steel fly proof mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width hand railing of 1.2 m height by using Stainless Steel pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c. – 1 No viii) The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with DI manhole Frame & Cover with lock and Key arrangement as per IS specifications. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop. x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c.xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 NoIn addition to the above, the design should be comply with ;All the RCC members shall be designed in accordance with IS-456:2000 & IS 3370 and other relevant codes in VRCC M30 grade, The minimum thickness for top roof slab shall be 100 mm. The minimum thickness of bottom slab / bottom dome shall be 200 mm (With reinforcement on both faces) and un – cracked section shall be adopted for all the members of container. PCC base course shall be in (1:3:6), 150 mm thick with 150 mm projection on either side of the footing. Minimum depth of foundation shall be 2.50 Mts as measured at top of the base course. The SBC shall be adopted as per the report of soil Investigation agency or the SBC report being done by contractors separately which ever is less and shall be restricted to a certain value as per the site conditions to be decided by SE / EE. Sand cushion of 0.60 Mts shall be provided below PCC levelling course in case of clayey soils. For SBC below 10T/sqm , solid raft shall be provided and for SBC 10T/sqm & above Annular Raft Footings should be provided. Braces and ring beams shall be of uniform cross section.Wind forces shall be considered on all columns. Age factor and redistribution of moments are not allowed. Roof shall also be designed as un – cracked section. Applying Three coats of Anti corrossivel epoxy based paint food grade to the inner faces of side walls, roof dome and alround inner columns and 3 top coats out on thoroughly prepared concrete sub surface Each coat not exceeding 60 microns in dry film thickness total thickness 240 microns and 2 coats of weather proof emulsion painting for external surfaces including cost of all labour charges.Testing of the reservoir for water tightness including cost and conveyance of water as per CI 10 of IS 3370 (Part – I) of 1965 and shall satisfy the water tightness requirement as per CI 10, 12 of 3370 / 1965 and its subsequent amendments emptying the service reservoir after testing, cleaning finishing etc., complete levelling the site including disposal of surplus earth etc.

Construction of 25.0 MLD Water Treatment Plant near Dhanvaigudem Headworks

Construction of Rapid Gravity Filtration Plant including all Civil, Mechanical and Electrical works using sand as filter media including chlorinator cost, duly following relevant IS codes in the design of plant components including trial running for 90 days etc., complete and excluding Seigniorage charges Note : 1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. The components of the filtration plant will include the following A) Civil Works (All works of VRCC minimum of M30 design mix) 1) Stilling Chamber including Aeration cascade 2) Pre-Settling tank shall be provided for 30 MLD and above capacities of WTP for a minimum of 1 hour capacity. 3)Raw water channel with Stainless Steel Weir of SS304L Grade material and also with digital flow meters. 4) Flash Mixer chamber with Flash mixing arrangements including SS shaft & SS Blades with gear wheel arrangements etc, Using 304L Grade Steel. 5) Clariflocculator / Flocculation tanks with the components of central driven circular clarifier with scrapper & bridge arrangements made with Stainless Steel Grade 304 L tubes /angulars for durability & chemical resistant with wheel arrangements etc,. 6) Filter house, Chemical house, Alum store, Laboratory room ,Chlorination plant room, toilet etc. (All structures shall be provided with RCC roof only).Chemical house & Chlorinator rooms are to be isolated. 7) Wash water tank of suitable capacity shall be constructed independently 8) All the Doors and Windows shall be of UPVC. The entrance door shall be minimum size of 2.40 X 2.40 mts. 9) All pipes and valves in Plant shall be of D.I. materials. All the Connecting pipes of the plant components such as from Flash mixer to Clariflocculator/ Clarifier/Flocculation tank, to Filter beds, sludge disposal pipes shall be of D.I. material. The size of sludge disposal pipe shall be minimum of 450 mm dia with D.I D/F pipe. 10) The Pipe gallery way for Clear water/ Back wash water/ pipe connections shall be sufficiently spaced for easy operation, maintenance and inspection . 11) The bottom level of the wash water control chamber must be above G.L so as to dispose the wash water and sludge from Clariflocculator by gravity to disposal point. Additional specifications 12) Railing for all the components (Clariflocculator, Filter House, Staircase etc.,) shall be provided with Stainless Steel of grade 304 for a height of 1.00m, with 40mm dia pipe for top horizotals,25mm dia for middle row and 40mm dia verticals spaced at interval of not more than 1.00m c/c. 13) Inspection / Path ways in filter beds : Middle pathway: Minimum of 1.50m,Side pathway: Minimum of 1.20m. 14) Flooring in the buildings (Filter house, Chemical House, Chlorinator Room, Laboratory) shall be provided with Non-skid tiles of approved make & quality , as per standard specifications. Dadooing shall be provided upto 1.80mts from floor level in chemical room and Chlorination room. 15) The basement of the Filtration plant building shall be minimum of 0.75m above the existing nearby Road top level. 16) Minimum head room of 2.00m shall be provided , at the alum mixing chambers in alum store for inspection & maintenance. 17) The minimum width of entrance hall for the Filter House shall be 4.50m , and Laboratory of min size .of 3.30 X 4.50m . 18) High efficient Air Blowers of standard make shall be installed to the design requirement with low noise pollution ,environmental pollution as per PCB guide lines & Testing of blowers as per I.S norms at site. 19) UPVC pipes shall be provided for water drain. Filter pipe manifolds shall be assembled with HDPE pipes 20) Alum storage capacity shall be designed for minimum period of 90 days. Consumables shall be provided for 2115 Running Hours of WTP.

21A) Chlorinator : Vacuum type chlorinator shall be provided with following specifications: a) Vacuum operated solution feed type Vacuum Regulator, Rotameter, Rate setting Valve, built-in NRV, Gas Overflow out let by manifolding to mount the system with the unit. b) The unit shall consists of Ejector with necessary accessories such as Check Valve, Drain Valve and Vacuum relief Valves - for control of chlorinator dosage. c) The Accessories and manifolds shall be chlorine resistant and made of carbon Steel seamless pipes, copper tube with brass fittings of suitable size & dimensions, with diaphragm sealed chlorine pressure gauge arrangements. d) Water Booster Pump of pumping capacity ranging from 2 cum/hr to 12 cum/hr, with Head ranging from 16 to 35 MWC e) The water & solution carrying pipes shall be made of UPVC material of suitable size incl. all specials such as Tee's , Bends, couplings & NRVs and also Pressure Gauges of suitable range. f) Chlorine Gas detector with alarm indicator. The installation includes all necessary accessories, Civil and Mechanical works, manifold header installations, injector fixing, connection with UPVC pipes, solution pipings, fixing of motors as per standard specifications and commissioning of Chlorination plant to the required demand, with a defect liability period of 1 year. The chlorinator may be of any reputed make or any make of Metito/Toshocow-Jesco/Industrial devices. g) Life breathing operators. h) Chlorine escape BA Set. i) The rate includes Chlorinator cost 2 to 10 MLD Plants - 1Kg/hr Chlorinator Rate .073 paisa on basic rate of WTP-for Post Chlorination ii) 10 MLD to 20 MLD Plants - 2 Kg/hr Chlorinator Rate .033 paisa on basic rate of WTP-for Post Chlorination iii) 20 MLD to 50 MLD Plants - 5 Kg/hr Chlorinator Rate .015 paisa on basic rate of WTP-for Post ChlorinationB) Mechanical Equipment 1) Alum dosing equipment with SS 304 material made stirrers & paddles for chemical resistance. (Alum tanks must be bound with corrosion resistant material (HDPE Lining, Bitumen Coating, tiles etc) 2) Flash mixer equipment with SS 304 material made stirrers & paddles for chemical resistance. 3) Filtration plant equipment instrumentation and piping. 4) Clariflocculation equipment (with stainless Steel blades) with rotating bridge arrangement etc., The equipment consists of following components a) Flocculator Drive Mechanisms. These will consist of suitable H.P geared electric motor mounted on M S Frame work on bridge platform b) Flocculating Mechanisms and raking in the flocculation compartment . These will consist of vertical shafts and arms, paddles, guides, bearings etc with stainless Steel bush bearing for the shafts at the bottom. c) Mechanism for raking in clarifier compartment. d) Revolving Bridge This will be made of suitable sections with torsion proof fabrication of required length and width of 1.22 m. The Bridge will have an outer travelling trolley. The walk way will be 1.22 m wide and shall have chequered plates. The web of the bridge structure shall perform the function of hand railing on both the sides also. The scarping plates will be fitted with the scrapper frame work with hinges and stainless Steel pins and will be fitted 12 mm thick rubber edging . The scrapers will be so adjusted as to ensure smooth and even scarping of the floor. e) Bridge DriveThe Bridge will be driven by an electrically operated geared motor with suitable H.P. f) Bridge Drive Mechanisms This will consist of two nos. of Steel wheels driven by electric geared motor. The wheels will be fitted on the trolley with necessary bearings, pedestals etc . These wheels travel along the periphery of the clariflocculator tank on rails. g) Electrical Arrangements These will consist of electrical cables PVC insulated with copper wires run from the main switch board provided in the chemical store and run under the tank and along the central column. The cable will be connected to the central slip arrangements. The electric geared motors will be controlled from the control panel fitted on the bridge with necessary weather proof housing cabinet with necessary cables, wires, starters , switches etc . 5) Stainless Steel wheel shall be provided for the bridge clariflocculator. 6) Wash water tank fittings and pumpsets with 100% stand by. 7)Air blower with motor 100% stand by and pipe connections. Air Scouring type with twin lobe rotary having required capacity and pressure as per hydraulic design having following components: Blower, Base Frame for blower and motor, Foundation Bolts, Nuts and Washers, Slide Rail and Motor Bolts, V Belts, Pulley, Guard, Suction Silencer, Discharge Silencer, Safety Relief Valve and Non Return Valve , Companion Flange, Interconnection Pipe, Flexible Bellow, Safety Valve and T Connection, First Fill of Lubricants, Anti vibration Pads, Acoustic Enclosure and Motor : CGL/KEC/ABB make. A) Materials of Construction : a) Housing : C.I IS 201 FG 260 b) Rotor Shaft : S G IRON c) Shaft : EN 19 forged and heat treated d) Timing Gears : Cast Alloy Steel ( 20 microns) forged and heat treated. e) Pulley , Gear side , plates and covers : C.I IS 210 FG 260 f) V Belts : Reinforced rubber g) Base plate : MS Enamel Painted h) Belt Guard : MS Enamel Painted i) Fasteners : As per IS 1363/ IS 1367 8)Spares & Tools and the same shall be handed over after 2 years defect liability period. 9)Gaseous Chlorination with cylinders has to be provided with protection measures

C) Electrical Equipment 1) Necessary power supply wiring to motors and switches bus bar connections as per IE Rules. 2) Internal wiring and illumination and fittings and fixtures for internal and external lighting exhaust fans, ceiling fans etc. 3) Erecting mechanical and electrical equipment, trial run for 90 days 23.50 hours per day testing the treated water for efficient standards and maintenance of records and imparting training to staff. 4) Supply of 6 - Sets of completion plans and maintenance manual and brochures. 5) All cables shall be with of copper material, Cable ducts shall be covered with MS / Aluminium chequered plate. 6) Yard lighting shall be provided at 6 locations with required fixtures D ) Equipment for Flow measurements 1) Equipment for Flow of Conductivity, Turbidity, Ph value, Residual Chlorine with recording & data storage facility (Computer based) & Alarm by SMS or other methods. 2) Off - Site Supervisory and Data Acquisition (OSSADA) system for Raw water & Clear water flows by installing Digital Flow meters to measure the flows at Raw water Channel and at each filter bed individually and combined for measuring the quantities of water treated with a facility to record and store the readings & also to send messages to the assigned designatories about the variations/ deficiencies in the flow including alerts for back wash requirements of filter beds, and recovery of data for the past 360 days. All the Digital Flow Meters & Pressure Gauges shall be provided of standard approved make. Hardware: i) Wall mounted Sensor House for measuring Raw water & Clear water flow from Filter bed out lets with accessories. ii)Electrode Type: General type, Scraper type or replaceable type Electrode made with material of SS external Ultra Touch Sensors as per requirement. iii)Customised Application Requirement : Sensors with Interface logic control board with serial interfaces, On - sensor Board Buffer, Timer, RS485 Communication, Analog to Digital Sensing Sensor Circuit, 32 Sensors Sensing Tags, Interval Power Supply System , LCD 16c/2L, Filter Bed Working Status Indication LED, Filter Bed Wash Indication Button and memory of Data Storage for 30Days , status of Filter Bed Level indicator, Rating, Reading on LCD Display, Menu Driven Data for sending to Onsite Big Display, operated with Battery Power of any reputed make or any equivalent make. iv)Customised Application Requirement: Power Sensors Interface logic control board with support 8 Power Sensing tags, Central System Interfacing Communication, On - board analog to Digit Convert Integrate Circuit of any reputed make or any equivalent make. v)Customised Application Requirement: Centralized System with two serial interfaces, 3 Nos of Add-On ports, One external DC Power Socket, On - Board Buffer, On - Board Timer, On - Board RS485 Communication, On - Board RS 232 Communication, On - Board GPRS/GSM Module, On - Board Voice Chip, On - Board Power Sensing Module, LCD 16c/2L, Filter Bed Wash Precaution Indication with Stop Button, Memory of Data Storage for 30 Days, Total Bed Rating, Reading display on LCD Display, Menu Driven, Menu Navigate Keypad, sending data to the Web Server, Communication with GPRS , operated with Battery Power of any reputed make or any equivalent make. Software: The software shall be designed with Web Domain with Data Base Server and Web Name as per the directions of the Departmental Authorities The application of Software for Web design & Desktop shall meet the following requirements: Onsite Display: Letters with size of 1.5’ Seven Segment LED Display with Interface for each Filter Bed, for Onsite Display, by displaying the Bed Levels, Ratings, Readings in 3 Columns , for each bed of the plant in successive rows and cumulative results at the bottom of the screen. Off Site Display: Letters with size of 1.5’ seven Segment LED Display with Interface GPRS/GSM Modules Offsite Display, with Display of Bed Total Rating, Total Cumulative Reading as specified on On-site Display Features. The system shall have also the features of Onsite Bed Wash Voice Precautions for Bed Levels, Readings, Ratings, Bed Capacity Readings and Ratings and Bed Low Level Triggering, before & after Bed wash. The software shall also have the features of sending messages to the mobiles of the Departmental designatories indicating Bed Low Levels, Power Supply timings, Bed Wash timings and its status, Power Supply timings and its status Grid View Table, Motor Working time and its status Grid View Table, all trigger events and schedule information and including all Snap View Reports, all Daily, Monthly, Yearly Reports, all Power Working Reports, all Power Events Information etc,.

Construction of 600KL Capacity Clear Water Sump near Proposed WTP

RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means.

(Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) upto 3m depth using hydraulic brakers 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 - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

BLD-CSTN-3-2 (19) Providing PCC Grade M10 concrete using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, labour charges, for mixing, laying, concrete, ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work complete as per drawings and technical specifications as directed by the Engineer in Charge.

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Base slab ( ∏/4 x d2 x h )Haunch ( ∏ x d x(Widthx Height)x0.50)

BLD-CSTN-3-14-(31)-B: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Side Wall 250 mm thick (Avg)( ∏ x d x t x h )

BLD-CSTN-3-14-(31)-B: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Columns

BLD-CSTN-3-14-(31)-C : Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. for RCC SLABS, BEAMS Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Top Dome ( ∏ x ( r2 + h2 )

BLD-CSTN-3-14-(31)-C : Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. for RCC SLABS, BEAMS Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Roof slab - 200mm Thick

BLD-CSTN-3-14-(31)-C : Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. for RCC SLABS, BEAMS Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Inner Ring Beam 0.3 x 0.60 - ( ∏ x d x t x h )

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) bars (Fe-500/500D/550D 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 etc., complete for finished item of work.( APSS No.126)

BLD-CSTN-8-9-(84) : Plastering 20mm thick two coats with base coat of 16mm thick in C.M. (1:6) and top coat of 4mm thick in C.M. (1:4) with dubara sponge finishing including cost & conveyance of all materials like cement, Sand , Water, etc., to site, all operational, including charges, labour charges for mixing mortar, finishing, scaffolding, lift charges, curing , including cutting grooves where ever necessary etc., complete for finished item of work of uneven surfaces of walls.

BLD-CSTN-12-3-(170) ; Painting Walls with approved Water Proof Cement Paint over Priming Coat, One Coat (All Colours) making 2 coats in all to give an even shade after thourughly 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.

Manufacture, Supply and Delivery of Cast Iron Fittings(spls.) Conforming to IS. No. 7181/1986, 5531/1988, 3950/1979 and C.I.D Joints conforming to IS No.8794/1988 at site of work anywhere in T.G. Including, loading, unloading, transportation to site of work stacking at site transit risk and package, excluding all taxes.

Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

Manufacture, Supply and Delivery of Cast Iron Fittings(spls.) Conforming to IS. No. 7181/1986, 5531/1988, 3950/1979 and C.I.D Joints conforming to IS No.8794/1988 at site of work anywhere in T.G. Including, loading, unloading, transportation to site of work stacking at site transit risk and package, excluding all taxes.

Construction of Valve chambers of size (1.5mx1.5mx1.5m height- clear dimensions) with Reinforced Cement Concrete vertical walls of 150mm thickness and RCC slab of 100mm thick fitted with RCC man hole cover and frame, laying in M20 grade concrete with reinforcement including cost and conveyance of material, labour charges, curing, centering charges etc., complete as per standard specifications and standard drawings and as directed by the Engineer in Charge. for 200mm dia to 350mm dia valves

Construction of Valve chambers of size (2mx2mx1.5m height- clear dimensions) with Reinforced Cement Concrete vertical walls of 200mm thickness and RCC slab of 100mm thick fitted with RCC man hole cover and frame, laying in M20 grade concrete with reinforcement including cost and conveyance of material, labour charges, curing, centering charges etc., complete as per standard specifications and standard drawings and as directed by the Engineer in Charge. for 400mm dia to 650mm dia valves

Construction of Pump House cum Generator Room near Clear Water Sump

Excavation In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Structures by mechanical means.

Excavation in ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Structures by manual means.

BLD-CSTN- 2-8 modfied in 2021-22 : Filling with gravel 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., complete for finished item of work. (APSS NO. 309 & 310)

BLD-CSTN-3-2 (19) Providing PCC Grade M10 concrete using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, labour charges, for mixing, laying, concrete, ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work complete as per drawings and technical specifications as directed by the Engineer in Charge.

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.For Foundation

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Plinth Beams

BLD-CSTN-3-14-(31)-B: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.2.50m below GL above footing

BLD-CSTN-3-14-(31)-B: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Above GL Upto 3.66m

BLD-CSTN-3-14-(31)-B: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Columns upto 4.2m unsupported height Upto 3.66m + 0.54m = 4.20m

BLD-CSTN-3-14-(31)-B: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Columns at 4.88m unsupported height 4.27+0.61m = 4.88m

BLD-CSTN-3-14-(31)-B: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Columns at 5.49m unsupported height Upto 4.88m + 0.61m = 5.49m

BLD-CSTN-3-14-(31)-B: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Columns at 5.55m unsupported height Upto 5.49m + 0.06m = 5.55m

BLD-CSTN-3-14-(31)-B: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.For Lintels

BLD-CSTN-3-14-(31)-B: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for RCC SLABS, BEAMS Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Beams at Corbel Level @ 4.2 m level

BLD-CSTN-3-14-(31)-B: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for RCC SLABS, BEAMS Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.Beams at Roof Level @ 5.55m level

BLD-CSTN-3-14-(31)-B: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for RCC SLABS, BEAMS Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.For Slabs @ level 5.85m unsupported height

BLD-CSTN-3-14-(31)-B: Supply and placing of the M-30 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for RCC SLABS, BEAMS Note : 1) The cement content is adopted as 400Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 400 Kgs/ Cum the difference in cost shall be deducted.For Sunshades

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) bars (Fe-500/500D/550D 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 etc., complete for finished item of work.( APSS No.126)

BLD-CSTN-5-4-(42): Brick Masonary 2nd Class Ground moulded or traditional size 23x11x7 cm in Cement Mortor 1:6 Prop including Cost & conveyance of all Materials like Cement, Sand, Bricks, Water, etc., to site including all labour charges like mixing Cement Mortor, scaffolding charges, lift charges, curing charges etc., complete for finished item of work.

BLD-CSTN-5-11 (49): 11.5 cm wide Brick masonry for super-structure on ground floor in cm (1:3) using second class traditional size bricks including cost of all materials, labour and all operations for constructing half brick masonry, mixing cement mortar, curing etc., complete for finished item of work as directed by the Engineer in ChargeParapet Wall

BLD-CSTN-8-10 - (85): Plastering 12mm thick two coats with base coat of 8mm thick in C.M. (1:5) and top coat of 4mm thick in C.M. (1:3) with dubara sponge finishing including cost & conveyance of all materials like cement, Sand , Water, etc., to site, all operational charges, labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves where ever necessary etc., complete for finished item of work.

BLD-CSTN-8-8-(83) : Plastering with 20mm thick in single coat in CM (1:3) finished smooth including cost and conveyance of all materials to site, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903).

BLD-CSTN-8-2-(77) : Plastering with 12mm thick in single coat in CM (1:4) finished smooth including cost and conveyance of all materials to site, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903).

Doors Frames (Colour Coated Steel Sections) & Shutter using Cement Bonded Particle Board as per IS 14276 (Cement bonded Particle Board conforming to IS 14276 or equivalent ) : Providing and fixing of door frame made from cold roll formed sections made of galvanized (Base steel as per IS277 with zinc of 120 Gms/sqm) colour coated steel sections with total coated thickness of 1mm, primer coated with epoxy primer coat of 5-7 microns thick, finish paint with polyester paint of 12-16 microns. The Section for door frame is to be filled with polyurethane (P.U) form of 40kg/m3. Overall size of frame section should be of 50mm x 50mm. With necessary corner brackets, stiffeners, hinges, and screws. Cement Bonded particle board shutter (Cement Bonded Particle Board conforming to IS 14276 or equivalent ) “Single Leaf” with all round styles “U” section of size 12m x 18m x 12mm made from 0.6 mm thick galvanized, colour coated cold rolled steel profiles with 16mm thick Cement Bonded particle Board (Cement Bonded Particle Board conforming to IS 14276 or equivalent ) with necessary screws fixed at every 1’-0” (304.8mm) intervals. The cost inclusive of MS nickel coated Aldrops of size 250mm long 2nos. 200mm long tower bolt 1no., 125mm handles 2nos., cost and conveyance of all materials at site and applying one coat primer , one coat of luppam and two coats of synthetic enamel paint as per approved design for finished item of work. TBSC-L.III-071200 x 2100 mm

Supplying and fixing of Unplasticized Poly Vinyl Chloride (UPVC) 3 track sliding windows with mesh shutter – (2-glass shutters and 1-mesh shutter) duly manufactured using UPVC reinforced profiles (Composition of profile shall consists a minimum of 5.5 PHR of TiO2 and not more than 12 PHR of CaCo3 for every 100 parts of PVC resin)of (94 mm x 45 mm)/(80 mm x 52 mm) x 2.20 mm for outer frames, (58 mm x 39 mm)/(54 mm x 38 mm) x 2.20 mm for sliding shutter frames capable of mounting single glazing system structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.0/1.2 mm prefabricated & welded through fusion welding. The window sash shall be fitted with 5 mm thick clear float glass of reputed make and mesh shutter frame shall be (42 mm x 25 mm)/(52 mm x 21.5 mm) x 2.0 mm fitted with Vinyl Coated Fibre mesh- on rollers/ pulley duly fixed with Grey colour TPV Gasket for sash & Glazing bead shall be co-extruded with Grey colour soft PVC. System shall have single point locking with Touch Lock and the system is to be installed at the site using anchor fasteners, silicon rubber sealant, easy glazing/ deglazing at site etc., including cost and conveyance of all materials, accessories, labour charges for transportation, erection at site complete for finished item of work. TBSC-M.II-11

Supply & fixing of Rolling shutter made of 80 x 1.25 mm machine rolled CRCA laths, interlocked together through their entire length and jointed together at the ends by end-locks, mounted on specially designed pipe shaft of 50mm dia nominal bore MS B class pipe with brackets, plates, guide channels, stoppers, bottom locking plates and arrangements for inside & outside locking with push-pull operations including cost of hood cover and springs complete, painted with one coat of approved steel primer, locks, ball bearings, all accessories etc complete for finished item of work as per special spn: 1108

BLD-CSTN-9-13-(111): Gronolithic Concrete Flooring 20 mm thick with (1:1:2), using 6mm to 12 mm size hard granite machine crushed metal laid over CC bed already laid or RCC roof slab, in alternate panels of size not exceeding 1.50 m x 1.50 m and finishing the top surface to required smoothness and slopes and thread lining including cost of all materials like cement, metal, sand and water etc., complete for finished item of work.

BLD-CSTN-12-5-(172) : Painting with one coat of approved cement primer grade I to new walls and 2 coats of water proof cement paint of approved brand and shade making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site, all operational, incidental, labour charges etc. complete for finished item of work as per SS 911

BLD-CSTN-10-25-(148) : Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost of all materials, conveyance charges of all materials and including all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc,, complete for finished item of work

Electrical items

Supply and Fixing of 25mm outer dia 2mm thick heavy grade with IS:9537 part 3 rigid PVC pipe (ISI MARK) concealed in Roof Slabs with all required accessories including masonary work and labour charges etc., complete. Makes : Sudhakar / Finolex / Modi / VIP / Precision / Universal / Million Plast / Gold / Polycab / DEC / Beljin / Champion / Austro

Supply and Fixing of 25mm dia 1.5mm thick surface outer dia medium grade, with IS:9537 part 3 rigid P.V.C. pipe (ISI MARK) with all accessories fixing on chromium plated metallic base saddles including all labour charges etc., complete for run of mains. Makes : Sudhakar / Finolex / Modi / VIP / Precision / Universal / Million Plast / Gold / Polycab / DEC / Beljin / Champion / Austro

Wiring with 2 runs of 1.5 Sq.mm FRLSH / HFFR PVC insulated 1100V grade as per IS:694/1990, IS 17048 specification for Copper cable (ISI MARK) in existing pipe with 6A switch, Ceiling rose and 3mm thick hylam sheet covering to switch control box including all labour charges etc., complete for light, bell, fan and exhaust fan points in Non-Residential Buildings Makes : Finolex / RR kabel / Havells / Polycab / Beljin (HFFR) /Ollvin(HFFR) / Finecab Gold (HFFR) / GM(HFFR) / Gold Medal(HFFR) / Million (HFFR) / KEI (HFFR) / V-Guard (HFFR)./ DEC (HFFR) / Bonton (HFFR) and Avocab (HFFR) / Fortune Arrt (HFFR) / SPM (HFFR) / Sudhakar (HFFR) / Nakoda (HFFR) / HPL (HFFR) / GLOSTER (HFFR)

Supply and fixing of 6A 3 pin wall plug socket with 6A switch control on a common switch board with earth continuity including wire leads, earth connections along with all labour charges etc., complete. Makes : GM G Home / Gold Medal Olive / Million Zoom / Anchor Penta Cherry / Great white Omega / HPL / Vimal / CPL

Supply and fixing of 16A 3pin plug flush type socket with shutter indicator lamp and 16Amps fuse unit and 16 Amps switch control (5 in one) on decolam sheet covered board including earth connection and all labour charges etc., complete on wall.

Supply and run of 1 of 14 /0.3mm (1.0 Sq.mm) FRLS / HFFR PVC insulated 1100V grade as per IS:694/1990 specification for Copper cable in existing pipe for Earth Continuity including all labour charges etc., complete.. Makes : Finolex / RR kabel / Havells/APAR EBXL / KEI / L&T / V-Guard.

BLD-ELEC-3.1.4 ; Supply and run of 2 of 2.5 Sq.mm FRLS / HFFR PVC insulated 1100V grade as per IS:694/1990, IS 17048 specification for Copper cable in existing pipe for mains including all labour charges etc., complete. Makes : Finolex / RR kabel / Havells / Polycab / Beljin (HFFR) /Ollvin(HFFR) / Finecab Gold (HFFR) / GM(HFFR) / Gold Medal(HFFR) / Million (HFFR) / KEI (HFFR) / V-Guard (HFFR)./ DEC (HFFR) / Bonton (HFFR) and Avocab (HFFR) / Fortune Arrt (HFFR) / SPM (HFFR) / Sudhakar (HFFR) / Nakoda (HFFR) / HPL (HFFR) / GLOSTER (HFFR)

BLD-ELEC-3.1.4 ; Supply and run of 2 of 4 Sq.mm FRLS / HFFR PVC insulated 1100V grade as per IS:694/1990, IS 17048 specification for Copper cable in existing pipe for mains including all labour charges etc., complete. Makes : Finolex / RR kabel / Havells / Polycab / Beljin (HFFR) /Ollvin(HFFR) / Finecab Gold (HFFR) / GM(HFFR) / Gold Medal(HFFR) / Million (HFFR) / KEI (HFFR) / V-Guard (HFFR)./ DEC (HFFR) / Bonton (HFFR) and Avocab (HFFR) / Fortune Arrt (HFFR) / SPM (HFFR) / Sudhakar (HFFR) / Nakoda (HFFR) / HPL (HFFR) / GLOSTER (HFFR)

Providing independent earthing for Important equipment with 40mm dia 'B' class 2.5m long G.I pipe and 19mm dia 'B' class G.I pipe of 0.3mtr. long connected with reducer providing G.I funnel with mesh enclosed in C.C/ brick massonry chamber of 450m x 450m x 400mm with R.C.C. Slab cover duly providing staggered holes filling with 20Kg Salt and 40Kg Charcoal or 40Kg bentonite powder from the bottom of the pipe giving earth connection from electrode through G.I strip of 40 x 6mm x 200mm length with all accessories and labour charges complete, as per IS specifications 732/1982 (Part II) NOTE : Whenever providing full length of electrode is not possible due to the obstruction of water tube / rock, the length of electrode may be reduced and additional earthing may be done to meet earth resistance

ELEC data -4-1-3: Supply and erection of Panel mounting cubical type 125A TPN 415V, 50 Hz. switch disconnector fuse unit cubicle type complete with front drive mechanism with door inter lock, padlocking arrangement etc., complete with HRC fuse links on existing control panel. Fuse unit makes : L&T / SCHNEIDER / C&S / ABB / SIEMENS Fuse Links : Makes : L & T / C & S / Standard / HPL / Havells / Siemens / Indo Asian.

Supply, transportation and fixing of 22W +/10% , >/ 2300 lumens, 1200 mm (+/- 10%) length LED light housing made with alluminium anodised body, wide operating voltage with PF≥0.9, Surge protection: > 2KV, THD<10%, with inbuilt driver and frosted cover CCT: 3000K - 6500K as desired by the department as per IS, minimum CRI≥80 etc., complete with 5 years warranty with BIS Certification with BIS Certification including all required material, labour charges etc. complete LUMINAIRE MAKE : Phillips / OSRAM / Wipro / Crompton / Bajaj / Havells / Jaquar / Panasonic / Halonix / HPL / Eveready / Surya / Keselec / Arraystorm / GM / Goldmedal / Goldwyn / Fortune Arrt / Lighting Technologies LED MAKE : PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG / LG LEDs.

Supply, delivery and fixing of 12" (300mm), 900 RPM Heavy duty exhaust fan with metallic blades including cost and conveyance of materials, labour charges for fixing of exhaust fan with necessary connections and masonry work for finishing etc. complete as directed by the Engineer in Charge. Makes of exhaust fan : Crompton / Almonard / Havells Turbo Force SP.

Manufacture ,Supply and Erection of 3(2+1) Nos of 163 kW clear water horizontal split casing pumpsets with 50 % standby having combined discharge of 296lps against total driving head of 42m at Dhanvaigudem headworks to pump clear water From Dhanvaigudem headworks to Ranganayakulagutta ELBR & Guttala Bazar.

Manufacture ,Supply and Erection of 3(2+1) Nos of 163 kW clear water horizontal split casing pumpsets with 50 % standby having combined discharge of 296 lps against total driving head of 42m including DI suction, and delivery connections, Panel boards, cables, earthing arrangements,DI Non return valves, Butter fly valves , Providing thrust blocks, DI specials and pipes connection upto puming main, all taxes and duties, and all labour charges etc., complete including delivery connections upto pumping main.Gantrigirder,Pressure,Vaccum Guage ,Safety Equipment

Supply , Delivery, Lowering, Laying, jointing and testing of DI K7 Feeder Mains - East

Cutting open BT road surface including stacking of excavated materials for pipe line trench work including labour charges and all incidental and operational charges etc., complete as directed by the departmental officers.

Cutting open C.C. road surface including stacking of excavated materials for pipe line trench work including labour charges and all incidental and operational charges etc., complete as directed by the departmental officers.

RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Lines by mechanical means.

RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.

RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.In ordinary soils, by Manual means for Pipe line Trenches where depth is < 1.5 times width

BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) upto 3m depth using hydraulic brakers 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 - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) - upto 3.00 Mts. below GL (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge

RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.

PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6’-0” (2 Meter) below G.L as directed by the departmental officers

Manufacture, supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pipes for water, Gas and sewage with socket spigot ends confirming to I.S.: 8329/2000 in standard working lengths of 4,5,5.5 & 6 meter for classification K7 suitable for push on joint ( Rubber Gasket D jointing) with cement mortar lining inside the pipes with out side Zinc coating. Rates are including Transportation etc,. complete including cost, coveyance and stacking at site as directed by the Departmental officers250mm dia DI.K7

Manufacture, supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pipes for water, Gas and sewage with socket spigot ends confirming to I.S.: 8329/2000 in standard working lengths of 4,5,5.5 & 6 meter for classification K7 suitable for push on joint ( Rubber Gasket D jointing) with cement mortar lining inside the pipes with out side Zinc coating. Rates are including Transportation etc,. complete including cost, coveyance and stacking at site as directed by the Departmental officers300 mm dia DI.K7

Manufacture, supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pipes for water, Gas and sewage with socket spigot ends confirming to I.S.: 8329/2000 in standard working lengths of 4,5,5.5 & 6 meter for classification K7 suitable for push on joint ( Rubber Gasket D jointing) with cement mortar lining inside the pipes with out side Zinc coating. Rates are including Transportation etc,. complete including cost, coveyance and stacking at site as directed by the Departmental officers350 mm dia DI.K7

Manufacture, supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pipes for water, Gas and sewage with socket spigot ends confirming to I.S.: 8329/2000 in standard working lengths of 4,5,5.5 & 6 meter for classification K7 suitable for push on joint ( Rubber Gasket D jointing) with cement mortar lining inside the pipes with out side Zinc coating. Rates are including Transportation etc,. complete including cost, coveyance and stacking at site as directed by the Departmental officers400 mm dia DI.K7

Manufacture, supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pipes for water, Gas and sewage with socket spigot ends confirming to I.S.: 8329/2000 in standard working lengths of 4,5,5.5 & 6 meter for classification K7 suitable for push on joint ( Rubber Gasket D jointing) with cement mortar lining inside the pipes with out side Zinc coating. Rates are including Transportation etc,. complete including cost, coveyance and stacking at site as directed by the Departmental officers450mm dia DI.K7

PHE-LCIS-1 : Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply (Ref to specifications. BIS No.3114/1994).250mm dia DI.K7

PHE-LCIS-1 : Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply (Ref to specifications. BIS No.3114/1994).300 mm dia DI.K7

PHE-LCIS-1 : Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply (Ref to specifications. BIS No.3114/1994).350 mm dia DI.K7

PHE-LCIS-1 : Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply (Ref to specifications. BIS No.3114/1994).400 mm dia DI.K7

PHE-LCIS-1 : Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply (Ref to specifications. BIS No.3114/1994).450mm dia DI.K7

PHE-JCIR-4: Jointing the C.I. Pipes, D.I. Pipes & fittings with Rubber Gasket, including the cost of the gasket, all sundries, filling with water, with a water lead upto 500 m and testing to required pressure etc., complete as per BIS No.3114/85.250mm dia DI.K7

PHE-JCIR-4: Jointing the C.I. Pipes, D.I. Pipes & fittings with Rubber Gasket, including the cost of the gasket, all sundries, filling with water, with a water lead upto 500 m and testing to required pressure etc., complete as per BIS No.3114/85.300 mm dia DI.K7

PHE-JCIR-4: Jointing the C.I. Pipes, D.I. Pipes & fittings with Rubber Gasket, including the cost of the gasket, all sundries, filling with water, with a water lead upto 500 m and testing to required pressure etc., complete as per BIS No.3114/85.350 mm dia DI.K7

PHE-JCIR-4: Jointing the C.I. Pipes, D.I. Pipes & fittings with Rubber Gasket, including the cost of the gasket, all sundries, filling with water, with a water lead upto 500 m and testing to required pressure etc., complete as per BIS No.3114/85.400 mm dia DI.K7

PHE-JCIR-4: Jointing the C.I. Pipes, D.I. Pipes & fittings with Rubber Gasket, including the cost of the gasket, all sundries, filling with water, with a water lead upto 500 m and testing to required pressure etc., complete as per BIS No.3114/85.450mm dia DI.K7

Manufacture, Supply and Delivery of Centrifugally cast (spun) Ductile Iron Fittings conforming to IS:9523/2000 having dimensions as per table. The rates mentioned here under are for fittings, zinc coated externally with inside mortar lining (with finishing as per class 13/IS 9523/2000) (ex-works) including loading, unloading, Transportation, stacking at site as directed by the departmental officers excluding Taxes. (Diameter upto 500mm dia)Up to 500 mm dia

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureDI. D/F Sluice valves of PN.16 class including Isolated Sluice Valves80mm dia Sluice Valves

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureDI. D/F Sluice valves of PN.16 class including Isolated Sluice Valves100mm dia Sluice Valves

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureDI. D/F Sluice valves of PN.16 class including Isolated Sluice Valves150mm dia Sluice Valves

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureDI. D/F Sluice valves of PN.16 class including Isolated Sluice Valves250mm dia Sluice Valves

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureDI. D/F Sluice valves of PN.16 class including Isolated Sluice Valves300mm dia Sluice Valves

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureDI. D/F Sluice valves of PN.16 class including Isolated Sluice Valves350mm dia Sluice Valves

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureDI. D/F Sluice valves of PN.16 class including Isolated Sluice Valves400mm dia Sluice Valves

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureSluice valves for scour150 mm dia Sluice Valves

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureSluice valves for scour200 mm dia Sluice Valves

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureSluice valves for scour250 mm dia Sluice Valves

Manufacture, Supply and Delivery of CI Dismantling joints with both side flange end siutable for installations in between flange end pipes including loading, unloading, conveyance excluding all taxes etc., complete as directed by the Engineer in Charge.80mm Dia

Manufacture, Supply and Delivery of CI Dismantling joints with both side flange end siutable for installations in between flange end pipes including loading, unloading, conveyance excluding all taxes etc., complete as directed by the Engineer in Charge.100mm Dia

Manufacture, Supply and Delivery of CI Dismantling joints with both side flange end siutable for installations in between flange end pipes including loading, unloading, conveyance excluding all taxes etc., complete as directed by the Engineer in Charge.150mm Dia

Manufacture, Supply and Delivery of CI Dismantling joints with both side flange end siutable for installations in between flange end pipes including loading, unloading, conveyance excluding all taxes etc., complete as directed by the Engineer in Charge.250mm Dia

Manufacture, Supply and Delivery of CI Dismantling joints with both side flange end siutable for installations in between flange end pipes including loading, unloading, conveyance excluding all taxes etc., complete as directed by the Engineer in Charge.300mm dia

Manufacture, Supply and Delivery of MS Dismantling joints with both side flange end siutable for installations in between flange end pipes with thickness as per IS: 7322 including loading, unloading, conveyance excluding all taxes etc., complete as directed by the Engineer in Charge.350mm dia

Manufacture, Supply and Delivery of MS Dismantling joints with both side flange end siutable for installations in between flange end pipes with thickness as per IS: 7322 including loading, unloading, conveyance excluding all taxes etc., complete as directed by the Engineer in Charge.400mm Dia

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in charge80mm dia Sluice Valves

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in charge100mm dia Sluice Valves

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in charge150mm dia Sluice Valves

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in charge250mm dia Sluice Valves

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in charge300mm dia Sluice Valves

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in charge350mm dia Sluice Valves

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in charge400mm dia Sluice Valves

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in chargeSluice valves for scour150 mm dia Sluice Valves

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in chargeSluice valves for scour200 mm dia Sluice Valves

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in chargeSluice valves for scour250 mm dia Sluice Valves

Manufacture, supply and delivery of Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality. Epoxy powder coating (EP-P) inside and outside colour blue. Drilled as per requirement of the department DI Air Valves - PN-16 - Test Pressure80 mm

Manufacture, supply and delivery of Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality. Epoxy powder coating (EP-P) inside and outside colour blue. Drilled as per requirement of the department DI Air Valves - PN-16 - Test Pressure100 mm

Manufacture, supply and delivery of Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality. Epoxy powder coating (EP-P) inside and outside colour blue. Drilled as per requirement of the department DI Air Valves - PN-16 - Test Pressure150 mm

Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts, nuts and rubber insertions etc., complete as directed by the Engineer in Charge80 mm

Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts, nuts and rubber insertions etc., complete as directed by the Engineer in Charge100 mm

Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts, nuts and rubber insertions etc., complete as directed by the Engineer in Charge150 mm

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)80mm dia Sluice Valves

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)100mm dia Sluice Valves

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)150mm dia Sluice Valves

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)250mm dia Sluice Valves

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)300mm dia Sluice Valves

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)350mm dia Sluice Valves

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)400mm dia Sluice Valves

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)Scour valves 150 mm dia Sluice Valves

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)Scour valves 150 mm dia Sluice Valves

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)Scour valves 150 mm dia Sluice Valves

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)Air valves 80 mm

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)Air valves 100 mm

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)Air valves 150 mm

Supply and fixing of precast RCC chambers having the size of 900 mm (clear) at bottom and 500 mm (clear) at top with tapered wall of thickness 100mm along with FRC cover (HD-20 with 500mm dia opening) and frame, laying in M20 grade concrete with reinforcement including cost and conveyance of material, labour charges, curing, centering charges etc., complete as per standard specifications and standard drawings and as directed by the Engineer in Charge for up to 200mm dia valves.For up to 200mm dia valves and for revamping pipe lines

Construction of Valve chambers of size (1.5mx1.5mx1.5m height- clear dimensions) with Reinforced Cement Concrete vertical walls of 150mm thickness and RCC slab of 100mm thick fitted with RCC man hole cover and frame, laying in M20 grade concrete with reinforcement including cost and conveyance of material, labour charges, curing, centering charges etc., complete as per standard specifications and standard drawings and as directed by the Engineer in Charge.for 250mm dia to 350mm dia valves

Construction of Valve chambers of size (2mx2mx1.5m height- clear dimensions) with Reinforced Cement Concrete vertical walls of 200mm thickness and RCC slab of 100mm thick fitted with RCC man hole cover and frame, laying in M20 grade concrete with reinforcement including cost and conveyance of material, labour charges, curing, centering charges etc., complete as per standard specifications and standard drawings and as directed by the Engineer in Charge. for 400mm dia to 900mm dia valves

BLD-CSTN-3-2 (19) Providing PCC Grade M10 concrete using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, labour charges, for mixing, laying, concrete, ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work complete as per drawings and technical specifications as directed by the Engineer in Charge.

BLD-CSTN-3-11-(28) Using Concrete mixture up to Plinth Level : Plain Cement concrete nominal mix M-20 (Cement : fine aggregate: coarse aggregate) using 20mm size Hard Granite Machine Crushed Graded Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site, labour charges for mixing, laying, concrete, ramming in 15 cm layers, finishing top surface to the required level curing, centering charges etc., complete for finished item of work. For Thrust blocks / Anchor blocks / Bed blocks

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) bars (Fe-500/500D/550D 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 etc., complete for finished item of work.( APSS No.126)

Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

PHE-CCIP-23 : Cutting C.I./ DI Pipes without water in mains whereever required for complete work as directed by the Departmental officers.250mm dia DI.K7

PHE-CCIP-23 : Cutting C.I./ DI Pipes without water in mains whereever required for complete work as directed by the Departmental officers.300 mm dia DI.K7

PHE-CCIP-23 : Cutting C.I./ DI Pipes without water in mains whereever required for complete work as directed by the Departmental officers.350 mm dia DI.K7

PHE-CCIP-23 : Cutting C.I./ DI Pipes without water in mains whereever required for complete work as directed by the Departmental officers.400 mm dia DI.K7

PHE-CCIP-23 : Cutting C.I./ DI Pipes without water in mains whereever required for complete work as directed by the Departmental officers.450mm dia DI.K7

Manufacturing ,Supplying and errection of air valve gaurd cabins of size 0.90 x0.90 x 0.90 m made with 4 nos vertical and 8 nos horizontal MS flats of size 50x8 mm and 12mm dia MS round bars fixed at 10 cm c/c with door and locking arrangements as per approved drawing and as directed by the departmental officers and painting both sides with anti corrossive paint two coats over one coat of red oxide primer coat including cost of all materials, fabrication, welding, transportation to site, fixing in position duly embodying in Cement Concrete M10 grade, and all other incidental and operational charges etc., complete for finished item of work.For air valves 50 & 80mm dia

Manufacturing ,Supplying and errection of air valve gaurd cabins of size 1.20 x 1.20 x 1.20 m made with 4 nos vertical and 8 nos horizontal MS flats of size 50x8 mm and 12mm dia MS round bars fixed at 10 cm c/c with door and locking arrangements as per approved drawing and as directed by the departmental officers and painting both sides with anti corrossive paint two coats over one coat of red oxide primer coat including cost of all materials, fabrication, welding , transportation to site, fixing in position duly embedding in Cement Concrete M10 grade, and all other incidental and operational charges etc complete for finished item of work.For air valves 100mm and above dia

Manufacture, Supply and Delivery of Centrifugally cast (spun) Ductile Iron Fittings conforming to IS:9523/2000 having dimensions as per table. The rates mentioned here under are for fittings, zinc coated externally with inside mortar lining (with finishing as per class 13/IS 9523/2000) (ex-works) including loading, unloading, Transportation, stacking at site as directed by the departmental officers excluding Taxes. (Diameter upto 500mm dia)Weight of Specials upto 500mm dia

CC Road Restoration

In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for road restoration works as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete

BLD-CSTN- 2-8 modfied in 2021-22 : Filling with HBG stone chips of 2.36mm and below 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., complete for finished item of work. (APSS NO. 309 & 310)

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 (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, 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.

Manufacture ,Supply, Delivery, Lowering, Laying, Jointing and Testing of DI K9 Pumping Mains from Lakaram Head Works to Junction 19 and Junction 19 to 700KL ELSR at Lakaram and Junction 19 to Junction 20

Cutting open BT road surface including stacking of excavated materials for pipe line trench work including labour charges and all incidental and operational charges etc., complete as directed by the departmental officers.

Cutting open C.C. road surface including stacking of excavated materials for pipe line trench work including labour charges and all incidental and operational charges etc., complete as directed by the departmental officers.

Cutting Water Bound Macadam/ Wet Mix Macadam road including soiling and stacking of excavated materials for pipe line trench work including labour charges and all incidental and operational charges etc., complete as directed by the departmental officers.

RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Lines by mechanical means.

RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.

RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.In ordinary soils, by Manual means for Pipe line Trenches where depth is < 1.5 times width

BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) upto 3m depth using hydraulic brakers 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 - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) - upto 3.00 Mts. below GL (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge

RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.Bends and specials

PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6’-0” (2 Meter) below G.L as directed by the departmental officers

Manufacture, supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pipes for water, Gas and sewage with socket spigot ends confirming to I.S.: 8329/2000 in standard working lengths of 4,5,5.5 & 6 meter for classification K9 suitable for push on joint ( Rubber Gasket D jointing) with cement mortar lining inside the pipes with out side Zinc coating. Rates are including Transportation etc,. complete including cost, coveyance and stacking at site as directed by the Departmental officers250mm dia DI.K9

Manufacture, supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pipes for water, Gas and sewage with socket spigot ends confirming to I.S.: 8329/2000 in standard working lengths of 4,5,5.5 & 6 meter for classification K9 suitable for push on joint ( Rubber Gasket D jointing) with cement mortar lining inside the pipes with out side Zinc coating. Rates are including Transportation etc,. complete including cost, coveyance and stacking at site as directed by the Departmental officers350 mm dia DI.K9

PHE-LCIS-1 : Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply (Ref to specifications. BIS No.3114/1994).250mm dia DI.K9

PHE-LCIS-1 : Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply (Ref to specifications. BIS No.3114/1994).350 mm dia DI.K9

PHE-JCIR-4: Jointing the C.I. Pipes, D.I. Pipes & fittings with Rubber Gasket, including the cost of the gasket, all sundries, filling with water, with a water lead upto 500 m and testing to required pressure etc., complete as per BIS No.3114/85.250mm dia DI.K9

PHE-JCIR-4: Jointing the C.I. Pipes, D.I. Pipes & fittings with Rubber Gasket, including the cost of the gasket, all sundries, filling with water, with a water lead upto 500 m and testing to required pressure etc., complete as per BIS No.3114/85.350 mm dia DI.K9

Manufacture, Supply and Delivery of Centrifugally cast (spun) Ductile Iron Fittings conforming to IS:9523/2000 having dimensions as per table. The rates mentioned here under are for fittings, zinc coated externally with inside mortar lining (with finishing as per class 13/IS 9523/2000) (ex-works) including loading, unloading, Transportation, stacking at site as directed by the departmental officers excluding Taxes. (Diameter upto 500mm dia)Up to 500 mm dia

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureDI. D/F Sluice valves of PN.16 class80mm dia Sluice Valves

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureDI. D/F Sluice valves of PN.16 class100mm dia Sluice Valves

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureDI. D/F Sluice valves of PN.16 class250mm dia Sluice Valves

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureDI. D/F Sluice valves of PN.16 class300mm dia Sluice Valves

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureDI. D/F Sluice valves of PN.16 class350mm dia Sluice Valves

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureSluice valves for scour150 mm dia Sluice Valves

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureSluice valves for scour200 mm dia Sluice Valves

Manufacture, Supply and delivery of DI D/F Swing Check Valves Slanted/Straight seated with metallic, corrosion proof and wear resistant seat faces resilient seat, Body and Disc of ductile cast iron GGG 40/SG 400/15 or GGG-50/ SG-500/7 or equivalent grade as per IS 3896 (part2) - 1985 and subsequent revisions. All the inside and outside of the body is to be coated with double coating of epoxy liquid. Drilled as per requirement of department. Specification and Dimensions as per I.S 5312 or equivalent codes.For PN- 16 - Test Pressure250mm dia DI.K9

Manufacture, Supply and delivery of DI D/F Swing Check Valves Slanted/Straight seated with metallic, corrosion proof and wear resistant seat faces resilient seat, Body and Disc of ductile cast iron GGG 40/SG 400/15 or GGG-50/ SG-500/7 or equivalent grade as per IS 3896 (part2) - 1985 and subsequent revisions. All the inside and outside of the body is to be coated with double coating of epoxy liquid. Drilled as per requirement of department. Specification and Dimensions as per I.S 5312 or equivalent codes.For PN- 16 - Test Pressure350 mm dia DI.K9

Manufacture, Supply and Delivery of CI Dismantling joints with both side flange end siutable for installations in between flange end pipes including loading, unloading, conveyance excluding all taxes etc., complete as directed by the Engineer in Charge.80mm Dia

Manufacture, Supply and Delivery of CI Dismantling joints with both side flange end siutable for installations in between flange end pipes including loading, unloading, conveyance excluding all taxes etc., complete as directed by the Engineer in Charge.100mm Dia

Manufacture, Supply and Delivery of CI Dismantling joints with both side flange end siutable for installations in between flange end pipes including loading, unloading, conveyance excluding all taxes etc., complete as directed by the Engineer in Charge.250mm Dia

Manufacture, Supply and Delivery of CI Dismantling joints with both side flange end siutable for installations in between flange end pipes including loading, unloading, conveyance excluding all taxes etc., complete as directed by the Engineer in Charge.300mm dia

Manufacture, Supply and Delivery of MS Dismantling joints with both side flange end siutable for installations in between flange end pipes with thickness as per IS: 7322 including loading, unloading, conveyance excluding all taxes etc., complete as directed by the Engineer in Charge.350mm dia

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in charge80mm dia Sluice Valves

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in charge100mm dia Sluice Valves

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in charge250mm dia Sluice Valves

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in charge300mm dia Sluice Valves

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in charge350mm dia Sluice Valves

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in chargeSluice valves for scour150 mm dia Sluice Valves

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in chargeSluice valves for scour200 mm dia Sluice Valves

Manufacture, supply and delivery of Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality. Epoxy powder coating (EP-P) inside and outside colour blue. Drilled as per requirement of the department DI Air Valves - PN-16 - Test Pressure80 mm

Manufacture, supply and delivery of Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality. Epoxy powder coating (EP-P) inside and outside colour blue. Drilled as per requirement of the department DI Air Valves - PN-16 - Test Pressure100 mm

Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts, nuts and rubber insertions etc., complete as directed by the Engineer in Charge80 mm

Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts, nuts and rubber insertions etc., complete as directed by the Engineer in Charge100 mm

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)Sluice Valves80mm dia Sluice Valves

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)Sluice Valves100mm dia Sluice Valves

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)Sluice Valves250mm dia Sluice Valves

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)Sluice Valves300mm dia Sluice Valves

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)Sluice Valves350mm dia Sluice Valves

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)Scour valves 150 mm dia Sluice Valves

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)Scour valves 200 mm dia Sluice Valves

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)Air valves 80 mm

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)Air valves 100 mm

Supply and fixing of precast RCC chambers having the size of 900 mm (clear) at bottom and 500 mm (clear) at top with tapered wall of thickness 100mm along with FRC cover (HD-20 with 500mm dia opening) and frame, laying in M20 grade concrete with reinforcement including cost and conveyance of material, labour charges, curing, centering charges etc., complete as per standard specifications and standard drawings and as directed by the Engineer in Charge for up to 200mm dia valves.For up to 200mm dia valves and for revamping pipe lines

Construction of Valve chambers of size (1.5mx1.5mx1.5m height- clear dimensions) with Reinforced Cement Concrete vertical walls of 150mm thickness and RCC slab of 100mm thick fitted with RCC man hole cover and frame, laying in M20 grade concrete with reinforcement including cost and conveyance of material, labour charges, curing, centering charges etc., complete as per standard specifications and standard drawings and as directed by the Engineer in Charge.for 250mm dia to 350mm dia valves

BLD-CSTN-3-2 (19) Providing PCC Grade M10 concrete using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, labour charges, for mixing, laying, concrete, ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work complete as per drawings and technical specifications as directed by the Engineer in Charge.for thrust blocks

BLD-CSTN-3-11-(28) Using Concrete mixture up to Plinth Level : Plain Cement concrete nominal mix M-20 (Cement : fine aggregate: coarse aggregate) using 20mm size Hard Granite Machine Crushed Graded Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site, labour charges for mixing, laying, concrete, ramming in 15 cm layers, finishing top surface to the required level curing, centering charges etc., complete for finished item of work. For Thrust blocks / Anchor blocks / Bed blocks

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) bars (Fe-500/500D/550D 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 etc., complete for finished item of work.( APSS No.126)

Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

PHE-CCIP-23 : Cutting C.I./ DI Pipes without water in mains whereever required for complete work as directed by the Departmental officers.250mm dia DI.K9

PHE-CCIP-23 : Cutting C.I./ DI Pipes without water in mains whereever required for complete work as directed by the Departmental officers.350 mm dia DI.K9

Manufacturing ,Supplying and errection of air valve gaurd cabins of size 0.90 x0.90 x 0.90 m made with 4 nos vertical and 8 nos horizontal MS flats of size 50x8 mm and 12mm dia MS round bars fixed at 10 cm c/c with door and locking arrangements as per approved drawing and as directed by the departmental officers and painting both sides with anti corrossive paint two coats over one coat of red oxide primer coat including cost of all materials, fabrication, welding, transportation to site, fixing in position duly embodying in Cement Concrete M10 grade, and all other incidental and operational charges etc., complete for finished item of work.For 50 and 80mm air valves

Manufacturing ,Supplying and errection of air valve gaurd cabins of size 1.20 x 1.20 x 1.20 m made with 4 nos vertical and 8 nos horizontal MS flats of size 50x8 mm and 12mm dia MS round bars fixed at 10 cm c/c with door and locking arrangements as per approved drawing and as directed by the departmental officers and painting both sides with anti corrossive paint two coats over one coat of red oxide primer coat including cost of all materials, fabrication, welding , transportation to site, fixing in position duly embedding in Cement Concrete M10 grade, and all other incidental and operational charges etc complete for finished item of work.For air valves 100mm and above dia

Manufacture, Supply and Delivery of Centrifugally cast (spun) Ductile Iron Fittings conforming to IS:9523/2000 having dimensions as per table. The rates mentioned here under are for fittings, zinc coated externally with inside mortar lining (with finishing as per class 13/IS 9523/2000) (ex-works) including loading, unloading, Transportation, stacking at site as directed by the departmental officers excluding Taxes. (Diameter upto 500mm dia)

CC Road Restoration

In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for road restoration works as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete

BLD-CSTN- 2-8 modfied in 2021-22 : Filling with HBG stone chips of 2.36mm and below 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., complete for finished item of work. (APSS NO. 309 & 310)

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 (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, 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.

Supply , Delivery, Lowering, Laying, jointing and testing of DI K7 & HDPE distribution network (DI.K7 &HDPE) .

Cutting open BT road surface including stacking of excavated materials for pipe line trench work including labour charges and all incidental and operational charges etc., complete as directed by the departmental officers.

Cutting open C.C. road surface including stacking of excavated materials for pipe line trench work including labour charges and all incidental and operational charges etc., complete as directed by the departmental officers.

RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Lines by mechanical means.

RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.

RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.In ordinary soils, by Manual means for Pipe line Trenches where depth is < 1.5 times width

BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) upto 3m depth using hydraulic brakers 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 - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) - upto 3.00 Mts. below GL (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge

PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6’-0” (2 Meter) below G.L as directed by the departmental officers

BLD-CSTN- 2-8 modfied in 2021-22 : Filling with HBG stone chips of 2.36mm and below 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., complete for finished item of work. (APSS NO. 309 & 310)

Manufacture, supply, & delivery of High Density Polyethylene pipes (PE-100 Grade) of 6 kq/sqcm (SDR-21) for water supply conforming to IS 4984-2016 including transportation to any where in T.G, but excluding GST and specials etc., complete including stacking as directed by the departmental officers. (Supply upto 90 mm dia in coil & above 90 mm dia stright length in 6 M.)110mm dia HDPE Pipe 6kg/sqcm

Manufacture, supply, & delivery of High Density Polyethylene pipes (PE-100 Grade) of 6 kq/sqcm (SDR-21) for water supply conforming to IS 4984-2016 including transportation to any where in T.G, but excluding GST and specials etc., complete including stacking as directed by the departmental officers. (Supply upto 90 mm dia in coil & above 90 mm dia stright length in 6 M.)160 mm dia HDPE Pipe 6kg/sqcm

Laying and jointing of HDPE pipes in ready made trench by butt fusion welding as per IS:7634 – part-II/1975 as amended from time to time to the alignment and gradient and testing the pipeline to the required pressure for Outer dia of pipes in mm. 110mm dia HDPE Pipe 6kg/sqcm

Laying and jointing of HDPE pipes in ready made trench by butt fusion welding as per IS:7634 – part-II/1975 as amended from time to time to the alignment and gradient and testing the pipeline to the required pressure for Outer dia of pipes in mm. 160 mm dia HDPE Pipe 6kg/sqcm

Manufacture, supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pipes for water, Gas and sewage with socket spigot ends confirming to I.S.: 8329/2000 in standard working lengths of 4,5,5.5 & 6 meter for classification K7 suitable for push on joint ( Rubber Gasket D jointing) with cement mortar lining inside the pipes with out side Zinc coating. Rates are including Transportation etc,. complete including cost, coveyance and stacking at site as directed by the Departmental officersDI K7 PIPES for 5.50Mts working length200

Manufacture, supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pipes for water, Gas and sewage with socket spigot ends confirming to I.S.: 8329/2000 in standard working lengths of 4,5,5.5 & 6 meter for classification K7 suitable for push on joint ( Rubber Gasket D jointing) with cement mortar lining inside the pipes with out side Zinc coating. Rates are including Transportation etc,. complete including cost, coveyance and stacking at site as directed by the Departmental officersDI K7 PIPES for 5.50Mts working length250

Manufacture, supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pipes for water, Gas and sewage with socket spigot ends confirming to I.S.: 8329/2000 in standard working lengths of 4,5,5.5 & 6 meter for classification K7 suitable for push on joint ( Rubber Gasket D jointing) with cement mortar lining inside the pipes with out side Zinc coating. Rates are including Transportation etc,. complete including cost, coveyance and stacking at site as directed by the Departmental officersDI K7 PIPES for 5.50Mts working length300

Manufacture, supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pipes for water, Gas and sewage with socket spigot ends confirming to I.S.: 8329/2000 in standard working lengths of 4,5,5.5 & 6 meter for classification K7 suitable for push on joint ( Rubber Gasket D jointing) with cement mortar lining inside the pipes with out side Zinc coating. Rates are including Transportation etc,. complete including cost, coveyance and stacking at site as directed by the Departmental officersDI K7 PIPES for 5.50Mts working length350

Manufacture, supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pipes for water, Gas and sewage with socket spigot ends confirming to I.S.: 8329/2000 in standard working lengths of 4,5,5.5 & 6 meter for classification K7 suitable for push on joint ( Rubber Gasket D jointing) with cement mortar lining inside the pipes with out side Zinc coating. Rates are including Transportation etc,. complete including cost, coveyance and stacking at site as directed by the Departmental officersDI K7 PIPES for 5.50Mts working length400

Manufacture, supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pipes for water, Gas and sewage with socket spigot ends confirming to I.S.: 8329/2000 in standard working lengths of 4,5,5.5 & 6 meter for classification K7 suitable for push on joint ( Rubber Gasket D jointing) with cement mortar lining inside the pipes with out side Zinc coating. Rates are including Transportation etc,. complete including cost, coveyance and stacking at site as directed by the Departmental officersDI K7 PIPES for 5.50Mts working length450

Manufacture, supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pipes for water, Gas and sewage with socket spigot ends confirming to I.S.: 8329/2000 in standard working lengths of 4,5,5.5 & 6 meter for classification K7 suitable for push on joint ( Rubber Gasket D jointing) with cement mortar lining inside the pipes with out side Zinc coating. Rates are including Transportation etc,. complete including cost, coveyance and stacking at site as directed by the Departmental officersDI K7 PIPES for 5.50Mts working length500

PHE-LCIS-1 : Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply (Ref to specifications. BIS No.3114/1994).200

PHE-LCIS-1 : Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply (Ref to specifications. BIS No.3114/1994).250

PHE-LCIS-1 : Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply (Ref to specifications. BIS No.3114/1994).300

PHE-LCIS-1 : Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply (Ref to specifications. BIS No.3114/1994).350

PHE-LCIS-1 : Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply (Ref to specifications. BIS No.3114/1994).400

PHE-LCIS-1 : Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply (Ref to specifications. BIS No.3114/1994).450

PHE-LCIS-1 : Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply (Ref to specifications. BIS No.3114/1994).500

PHE-JCIR-4: Jointing the C.I. Pipes, D.I. Pipes & fittings with Rubber Gasket, including the cost of the gasket, all sundries, filling with water, with a water lead upto 500 m and testing to required pressure etc., complete as per BIS No.3114/85.200

PHE-JCIR-4: Jointing the C.I. Pipes, D.I. Pipes & fittings with Rubber Gasket, including the cost of the gasket, all sundries, filling with water, with a water lead upto 500 m and testing to required pressure etc., complete as per BIS No.3114/85.250

PHE-JCIR-4: Jointing the C.I. Pipes, D.I. Pipes & fittings with Rubber Gasket, including the cost of the gasket, all sundries, filling with water, with a water lead upto 500 m and testing to required pressure etc., complete as per BIS No.3114/85.300

PHE-JCIR-4: Jointing the C.I. Pipes, D.I. Pipes & fittings with Rubber Gasket, including the cost of the gasket, all sundries, filling with water, with a water lead upto 500 m and testing to required pressure etc., complete as per BIS No.3114/85.350

PHE-JCIR-4: Jointing the C.I. Pipes, D.I. Pipes & fittings with Rubber Gasket, including the cost of the gasket, all sundries, filling with water, with a water lead upto 500 m and testing to required pressure etc., complete as per BIS No.3114/85.400

PHE-JCIR-4: Jointing the C.I. Pipes, D.I. Pipes & fittings with Rubber Gasket, including the cost of the gasket, all sundries, filling with water, with a water lead upto 500 m and testing to required pressure etc., complete as per BIS No.3114/85.450

PHE-JCIR-4: Jointing the C.I. Pipes, D.I. Pipes & fittings with Rubber Gasket, including the cost of the gasket, all sundries, filling with water, with a water lead upto 500 m and testing to required pressure etc., complete as per BIS No.3114/85.500

Manufacture, Supply and Delivery of Centrifugally cast (spun) Ductile Iron Fittings conforming to IS:9523/2000 having dimensions as per table. The rates mentioned here under are for fittings, zinc coated externally with inside mortar lining (with finishing as per class 13/IS 9523/2000) (ex-works) including loading, unloading, Transportation, stacking at site as directed by the departmental officers excluding Taxes. (Diameter upto 500mm dia)Up to 500 mm dia

Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to work spot, stacking but excluding taxes and duties.etc.completeBends for110mm dia

Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to work spot, stacking but excluding taxes and duties.etc.completeBends for160 mm dia

Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to work spot, stacking but excluding taxes and duties.etc.completeEnd caps for110mm dia

Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to work spot, stacking but excluding taxes and duties.etc.completeEnd caps for160 mm dia

Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to work spot, stacking but excluding taxes and duties.etc.completeLong neck pipe ends for110mm dia

Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to work spot, stacking but excluding taxes and duties.etc.completeLong neck pipe ends for160 mm dia

Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to work spot, stacking but excluding taxes and duties.etc.completeMS flanges to suit HDPE pipes for110mm dia

Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to work spot, stacking but excluding taxes and duties.etc.completeMS flanges to suit HDPE pipes for160 mm dia

Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to work spot, stacking but excluding taxes and duties.etc.completeTees for110mm dia

Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to work spot, stacking but excluding taxes and duties.etc.completeTees for160 mm dia

Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to work spot, stacking but excluding taxes and duties.etc.completeReducers for110 x 160 mm

Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to work spot, stacking but excluding taxes and duties.etc.completeReducers for160 x 180 mm

Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to work spot, stacking but excluding taxes and duties.etc.completeElectro Fusion CouplersEF Coupler D75mm PE 100BK 4PIN

Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to work spot, stacking but excluding taxes and duties.etc.completeElectro Fusion CouplersEF Coupler D110mm PE 100BK 4PIN

Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to work spot, stacking but excluding taxes and duties.etc.completeElectro Fusion CouplersEF Coupler D160mm PE 100BK 4PIN

Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to work spot, stacking but excluding taxes and duties.etc.completeElectro Fusion CouplersEF Coupler D180mm PE 100BK 4PIN

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureDI. D/F Sluice valves of PN.16 class for following dia pipes including Isolated Sluice Valves50mm dia Isolated Sluice Valves near Air Valves

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureDI. D/F Sluice valves of PN.16 class for following dia pipes including Isolated Sluice Valves80mm dia Isolated Sluice Valves near Air Valves

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureDI. D/F Sluice valves of PN.16 class for following dia pipes including Isolated Sluice Valves100mm dia Sluice Valves for 110mm dia pipes

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureDI. D/F Sluice valves of PN.16 class for following dia pipes including Isolated Sluice Valves150mm dia Sluice Valves for 160mm and 180mm dia pipes

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureDI. D/F Sluice valves of PN.16 class for following dia pipes including Isolated Sluice Valves200mm dia Sluice Valves for 200mm dia DI pipes

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureDI. D/F Sluice valves of PN.16 class for following dia pipes including Isolated Sluice Valves250mm dia Sluice Valves for 250mm dia DI pipes

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureDI. D/F Sluice valves of PN.16 class for following dia pipes including Isolated Sluice Valves300mm dia Sluice Valves for 300,350, 400 & 450 mm dia DI pipes

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureDI. D/F Sluice valves of PN.16 class for following dia pipes including Isolated Sluice Valves350mm dia Sluice Valves for 500mm dia DI pipes

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureScour valves 150mm dia Sluice Valves for Scour Valves

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureScour valves 200mm dia Sluice Valves for Scour Valves

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureScour valves 250mm dia Sluice Valves for Scour Valves

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test PressureScour valves 300mm dia Sluice Valves for Scour Valves

Manufacture, supply and delivery of Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality. Epoxy powder coating (EP-P) inside and outside colour blue. Drilled as per requirement of the department DI Air Valves - PN-10 - Test Pressure50

Manufacture, supply and delivery of Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality. Epoxy powder coating (EP-P) inside and outside colour blue. Drilled as per requirement of the department DI Air Valves - PN-10 - Test Pressure80

Manufacture, supply and delivery of Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality. Epoxy powder coating (EP-P) inside and outside colour blue. Drilled as per requirement of the department DI Air Valves - PN-10 - Test Pressure100

Manufacture, supply and delivery of Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality. Epoxy powder coating (EP-P) inside and outside colour blue. Drilled as per requirement of the department DI Air Valves - PN-10 - Test Pressure150

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in charge50mm dia Isolated Sluice Valves near Air Valves

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in charge80mm dia Isolated Sluice Valves near Air Valves

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in charge100mm dia Sluice Valves for 110mm dia pipes

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in charge150mm dia Sluice Valves for 160mm and 180mm dia pipes

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in charge200mm dia Sluice Valves for 200mm dia DI pipes

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in charge250mm dia Sluice Valves for 250mm dia DI pipes

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in charge300mm dia Sluice Valves for 300,350, 400 & 450 mm dia DI pipes

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in charge350mm dia Sluice Valves for 500mm dia DI pipes

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in chargeScour valves 150mm dia Sluice Valves for Scour Valves

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in chargeScour valves 200mm dia Sluice Valves for Scour Valves

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in chargeScour valves 250mm dia Sluice Valves for Scour Valves

PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in chargeScour valves 300mm dia Sluice Valves for Scour Valves

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)50mm dia Isolated Sluice Valves near Air Valves

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)80mm dia Isolated Sluice Valves near Air Valves

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)100mm dia Sluice Valves for 110mm dia pipes

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)150mm dia Sluice Valves for 160mm and 180mm dia pipes

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)200mm dia Sluice Valves for 200mm dia DI pipes

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)250mm dia Sluice Valves for 250mm dia DI pipes

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)300mm dia Sluice Valves for 300,350, 400 & 450 mm dia DI pipes

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)350mm dia Sluice Valves for 500mm dia DI pipes

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)150mm dia Sluice Valves for Scour Valves

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)200mm dia Sluice Valves for Scour Valves

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)250mm dia Sluice Valves for Scour Valves

PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)300mm dia Sluice Valves for Scour Valves

Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts, nuts and rubber insertions etc., complete as directed by the Engineer in Charge50

Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts, nuts and rubber insertions etc., complete as directed by the Engineer in Charge80

Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts, nuts and rubber insertions etc., complete as directed by the Engineer in Charge100

Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts, nuts and rubber insertions etc., complete as directed by the Engineer in Charge150

RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHFor CC upto M10 (Manual means)

RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHFor Cement Concrete M15 & M20 (Manual means)Cement Concrete M15 & M20 (Manual means)

RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHFor Reinforced Cement Concrete and prestressed Concrete (Manual means)Reinforced Cement Concrete and prestressed Concrete (Manual means)

BLD-CSTN-3-2 (19) Providing PCC Grade M10 concrete using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, labour charges, for mixing, laying, concrete, ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work complete as per drawings and technical specifications as directed by the Engineer in Charge.for bedding under thrust blocks for bends

BLD-CSTN-3-11-(28) Using Concrete mixture up to Plinth Level : Plain Cement concrete nominal mix M-20 (Cement : fine aggregate: coarse aggregate) using 20mm size Hard Granite Machine Crushed Graded Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site, labour charges for mixing, laying, concrete, ramming in 15 cm layers, finishing top surface to the required level curing, centering charges etc., complete for finished item of work. For Thrust blocks / Anchor blocks / Bed blocksfor bedding under thrust blocks for bends

Providing temporary water supply house service connections with ISI mark GI pipes and fittings so as not to disturb the existing water supply connections during earth work excavation for trenches and during laying of new mains in including cost and conveyance of all materials, labour charges and with all incidental and operational charges etc., complete as directed by the Engineer in Charge.15mm dia

Supply and fixing of precast RCC chambers having the size of 900 mm (clear) at bottom and 500 mm (clear) at top with tapered wall of thickness 100mm along with FRC cover (HD-20 with 500mm dia opening) and frame, laying in M20 grade concrete with reinforcement including cost and conveyance of material, labour charges, curing, centering charges etc., complete as per standard specifications and standard drawings and as directed by the Engineer in Charge for upto 200 mm dia valves.for upto 200 mm dia valves

Construction of Valve chambers with Cement Concrete vertical walls and RCC slab fitted with FRC man hole cover and frame, etc including cost and conveyance of all material, labour charges, curing etc., but excluding earth work, carting etc complete as per standard specifications and standard drawings..Construction of Valve chambers of size (1.5mx1.5mx1.5m height- clear dimensions) with Reinforced Cement Concrete vertical walls of 150mm thickness and RCC slab of 100mm thick fitted with RCC man hole cover and frame, laying in M20 grade concrete with reinforcement including cost and conveyance of material, labour charges, curing, centering charges etc., complete as per standard specifications and standard drawings and as directed by the Engineer in Charge.for 250mm dia to 350mm dia valves

Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

Dewatering pipe line trenches etc, duly bailing out water from the pipe line trenches with oil engine driven pumpsets of 5 HP capacity, including hire charges, fuel charges and wages for Driver and Helper and all other incidental and operational charges including suction and delivery hose, lead of drain in to natural drain etc, complete as directed by the Engineer in ChargeAssuming 25 days requiring for dewatering in full rainy season and requiring 5 HP Pump sets at 8 places for 8 hours pumping per day.

PHE-CCIP-23 : Cutting C.I./ DI Pipes without water in mains whereever required for complete work as directed by the Departmental officers.200

PHE-CCIP-23 : Cutting C.I./ DI Pipes without water in mains whereever required for complete work as directed by the Departmental officers.250

PHE-CCIP-23 : Cutting C.I./ DI Pipes without water in mains whereever required for complete work as directed by the Departmental officers.300

PHE-CCIP-23 : Cutting C.I./ DI Pipes without water in mains whereever required for complete work as directed by the Departmental officers.350

PHE-CCIP-23 : Cutting C.I./ DI Pipes without water in mains whereever required for complete work as directed by the Departmental officers.400

PHE-CCIP-23 : Cutting C.I./ DI Pipes without water in mains whereever required for complete work as directed by the Departmental officers.450

PHE-CCIP-23 : Cutting C.I./ DI Pipes without water in mains whereever required for complete work as directed by the Departmental officers.500

Manufacturing ,Supplying and errection of air valve gaurd cabins of size 0.90 x0.90 x 0.90 m made with 4 nos vertical and 8 nos horizontal MS flats of size 50x8 mm and 12mm dia MS round bars fixed at 10 cm c/c with door and locking arrangements as per approved drawing and as directed by the departmental officers and painting both sides with anti corrossive paint two coats over one coat of red oxide primer coat including cost of all materials, fabrication, welding, transportation to site, fixing in position duly embodying in Cement Concrete M10 grade, and all other incidental and operational charges etc., complete for finished item of work.For 50mm and 80mm dia air valves

Manufacturing ,Supplying and errection of air valve gaurd cabins of size 1.20 x 1.20 x 1.20 m made with 4 nos vertical and 8 nos horizontal MS flats of size 50x8 mm and 12mm dia MS round bars fixed at 10 cm c/c with door and locking arrangements as per approved drawing and as directed by the departmental officers and painting both sides with anti corrossive paint two coats over one coat of red oxide primer coat including cost of all materials, fabrication, welding , transportation to site, fixing in position duly embedding in Cement Concrete M10 grade, and all other incidental and operational charges etc complete for finished item of work.For 100mm and above dia air valves

CC Road Restoration

In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for road restoration works as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete

BLD-CSTN- 2-8 modfied in 2021-22 : Filling with HBG stone chips of 2.36mm and below 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., complete for finished item of work. (APSS NO. 309 & 310)

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 (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, 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.

Construction of 500 KL RCC ELSR at Zone-3 Part Naya Bazar-2 with a staging of 20.00m.

Construction of 1 No's of 500 KL ELSR of suitable design in a single compartment with a staging of 20.00m and with dead storage of 0.15 m and 0.45 m free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL, LWL, GL shall be adopted as per hydraulic designs.1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. 2) All concrete components shall be designed with M30 Design Mix proportion. 3) The foundations shall be designed for Annular Raft Footings inaccordance with IS 11089.The SBC for foundation of Elevated Level Services Reservoirs / OHSRs considered as 15 T/Sqm. 4) The structure shall be painted with three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof dome and 2 coats of weather proof emulsion painting for external surfaces over one coat of primer of approved make, lettering, all required fixtures, Pipes, Pipe specials, DI valves, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental directions and drawings. 5)The structure shall be designed for a wind pressure of not less than "150 kg/sq m", and Seismic forces for Zone-IIII seismic zone. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities from 500 KL & upto 1000KL. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.

The structure shall comprise the following fixtures.The tentative details of pipe connections are as follows.i) Pipe connections & Specials with D.I materials : a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. b) The Valves for above pipe connections also shall be of DI material of class PN 16 c) All specials such as Bends,Tees, Reducers, Duck foot Bends, Bell mouths etc,. shall be of DI material. ii) The sizes of the verticals for ELSR /OHSR shall be: a) For 500 KL to 750 KL ELSRs Inlet Pipe -Not less than 300mm dia. Out let Pipe -Not less than 350mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 350m dia Scour Pipe -Not less than 200mm dia b) For 800 KL to 1500 KLELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 450mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 450m dia Scour Pipe -Not less than 200mm dia c) For above 1500 KL to 2500 KL ELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 500mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 500m dia Scour Pipe - Not less than 200mm dia

iii) All Manhole Frames & Covers shall be made of DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 8 Nos minimum. v) RCC Finial ventilator with fly/bird protection with copper or stainless steel fly proof mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width hand railing of 1.2 m height by using Stainless Steel pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c. – 1 No viii) The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with DI manhole Frame & Cover with lock and Key arrangement as per IS specifications. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop. x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c.xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 No

In addition to the above, the design should be comply with ;All the RCC members shall be designed in accordance with IS-456:2000 & IS 3370 and other relevant codes in VRCC M30 grade, The minimum thickness for top roof slab shall be 100 mm. The minimum thickness of bottom slab / bottom dome shall be 200 mm (With reinforcement on both faces) and un – cracked section shall be adopted for all the members of container. PCC base course shall be in (1:3:6), 150 mm thick with 150 mm projection on either side of the footing. Minimum depth of foundation shall be 2.50 Mts as measured at top of the base course. The SBC shall be adopted as per the report of soil Investigation agency or the SBC report being done by contractors separately which ever is less and shall be restricted to a certain value as per the site conditions to be decided by SE / EE. Sand cushion of 0.60 Mts shall be provided below PCC levelling course in case of clayey soils. For SBC below 10T/sqm , solid raft shall be provided and for SBC 10T/sqm & above Annular Raft Footings should be provided. Braces and ring beams shall be of uniform cross section.Wind forces shall be considered on all columns. Age factor and redistribution of moments are not allowed. Roof shall also be designed as un – cracked section. Applying Three coats of Anti corrossivel epoxy based paint food grade to the inner faces of side walls, roof dome and alround inner columns and 3 top coats out on thoroughly prepared concrete sub surface Each coat not exceeding 60 microns in dry film thickness total thickness 240 microns and 2 coats of weather proof emulsion painting for external surfaces including cost of all labour charges.Testing of the reservoir for water tightness including cost and conveyance of water as per CI 10 of IS 3370 (Part – I) of 1965 and shall satisfy the water tightness requirement as per CI 10, 12 of 3370 / 1965 and its subsequent amendments emptying the service reservoir after testing, cleaning finishing etc., complete levelling the site including disposal of surplus earth etc.

Construction of 700 KL RCC ELSR at Zone-4A TNGOs Colony with a staging of 20.00m.

Construction of 1 No of 700 KL ELSR of suitable design in a single compartment with a staging of 20.00m and with dead storage of 0.15 m and 0.45 m free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL, LWL, GL shall be adopted as per hydraulic designs.1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. 2) The foundations shall be designed for Annular Raft Footings inaccordance with IS 11089.The SBC for foundation of Elevated Level Services Reservoirs / OHSRs considered as 15 T/Sqm. 3) The structure shall be painted with three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof dome and 2 coats of weather proof emulsion painting for external surfaces over one coat of primer of approved make, lettering, all required fixtures, Pipes, Pipe specials, DI valves, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental directions and drawings. 4)The structure shall be designed for a wind pressure of not less than "150 kg/sq m", and Seismic forces for Zone-III seismic zone. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities from 500 KL & upto 1000KL. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.

The structure shall comprise the following fixtures.The tentative details of pipe connections are as follows.i) Pipe connections & Specials with D.I materials : a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. b) The Valves for above pipe connections also shall be of DI material of class PN c) All specials such as Bends,Tees, Reducers, Duck foot Bends, Bell mouths etc,. shall be of DI material. ii) The sizes of the verticals for ELSR /OHSR shall be: a) For 500 KL to 750 KL ELSRs Inlet Pipe -Not less than 300mm dia. Out let Pipe -Not less than 350mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 350m dia Scour Pipe -Not less than 200mm dia b) For 800 KL to 1500 KLELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 450mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 450m dia Scour Pipe -Not less than 200mm dia c) For above 1500 KL to 2500 KL ELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 500mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 500m dia Scour Pipe - Not less than 200mm dia

iii) All Manhole Frames & Covers shall be made of DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 8 Nos minimum. v) RCC Finial ventilator with fly/bird protection with copper or stainless steel fly proof mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width hand railing of 1.2 m height by using Stainless Steel pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c. – 1 No viii) The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with DI manhole Frame & Cover with lock and Key arrangement as per IS specifications. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop. x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c.xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 Noxi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 No

In addition to the above, the design should be comply with ;All the RCC members shall be designed in accordance with IS-456:2000 & IS 3370 and other relevant codes in VRCC M30 grade, The minimum thickness for top roof slab shall be 100 mm. The minimum thickness of bottom slab / bottom dome shall be 200 mm (With reinforcement on both faces) and un – cracked section shall be adopted for all the members of container. PCC base course shall be in (1:3:6), 150 mm thick with 150 mm projection on either side of the footing. Minimum depth of foundation shall be 2.50 Mts as measured at top of the base course. The SBC shall be adopted as per the report of soil Investigation agency or the SBC report being done by contractors separately which ever is less and shall be restricted to a certain value as per the site conditions to be decided by SE / EE. Sand cushion of 0.60 Mts shall be provided below PCC levelling course in case of clayey soils. For SBC below 10T/sqm , solid raft shall be provided and for SBC 10T/sqm & above Annular Raft Footings should be provided. Braces and ring beams shall be of uniform cross section.Wind forces shall be considered on all columns. Age factor and redistribution of moments are not allowed. Roof shall also be designed as un – cracked section. Applying Three coats of Anti corrossivel epoxy based paint food grade to the inner faces of side walls, roof dome and alround inner columns and 3 top coats out on thoroughly prepared concrete sub surface Each coat not exceeding 60 microns in dry film thickness total thickness 240 microns and 2 coats of weather proof emulsion painting for external surfaces including cost of all labour charges.Testing of the reservoir for water tightness including cost and conveyance of water as per CI 10 of IS 3370 (Part – I) of 1965 and shall satisfy the water tightness requirement as per CI 10, 12 of 3370 / 1965 and its subsequent amendments emptying the service reservoir after testing, cleaning finishing etc., complete levelling the site including disposal of surplus earth etc.

Construction of 800 KL RCC ELSR at Zone-4 Part NSP Camp-3-Rapartinagar with a staging of 20.00m.

Construction of 1 No of 800 KL ELSR of suitable design in a single compartment with a staging of 20.00m and with dead storage of 0.15 m and 0.45 m free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL, LWL, GL shall be adopted as per hydraulic designs.1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. 2) The foundations shall be designed for Annular Raft Footings inaccordance with IS 11089.The SBC for foundation of Elevated Level Services Reservoirs / OHSRs considered as 15 T/Sqm. 3) The structure shall be painted with three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof dome and 2 coats of weather proof emulsion painting for external surfaces over one coat of primer of approved make, lettering, all required fixtures, Pipes, Pipe specials, DI valves, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental directions and drawings. 4)The structure shall be designed for a wind pressure of not less than "150 kg/sq m", and Seismic forces for Zone-III seismic zone. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities from 500 KL & upto 1000KL. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.

The structure shall comprise the following fixtures.The tentative details of pipe connections are as follows.i) Pipe connections & Specials with D.I materials : a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. b) The Valves for above pipe connections also shall be of DI material of class PN c) All specials such as Bends,Tees, Reducers, Duck foot Bends, Bell mouths etc,. shall be of DI material. ii) The sizes of the verticals for ELSR /OHSR shall be: a) For 500 KL to 750 KL ELSRs Inlet Pipe -Not less than 300mm dia. Out let Pipe -Not less than 350mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 350m dia Scour Pipe -Not less than 200mm dia b) For 800 KL to 1500 KLELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 450mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 450m dia Scour Pipe -Not less than 200mm dia c) For above 1500 KL to 2500 KL ELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 500mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 500m dia Scour Pipe - Not less than 200mm dia

iii) All Manhole Frames & Covers shall be made of DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 8 Nos minimum. v) RCC Finial ventilator with fly/bird protection with copper or stainless steel fly proof mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width hand railing of 1.2 m height by using Stainless Steel pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c. – 1 No viii) The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with DI manhole Frame & Cover with lock and Key arrangement as per IS specifications. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop. x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c.xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 NoIn addition to the above, the design should be comply with ;

All the RCC members shall be designed in accordance with IS-456:2000 & IS 3370 and other relevant codes in VRCC M30 grade, The minimum thickness for top roof slab shall be 100 mm. The minimum thickness of bottom slab / bottom dome shall be 200 mm (With reinforcement on both faces) and un – cracked section shall be adopted for all the members of container. PCC base course shall be in (1:3:6), 150 mm thick with 150 mm projection on either side of the footing. Minimum depth of foundation shall be 2.50 Mts as measured at top of the base course. The SBC shall be adopted as per the report of soil Investigation agency or the SBC report being done by contractors separately which ever is less and shall be restricted to a certain value as per the site conditions to be decided by SE / EE. Sand cushion of 0.60 Mts shall be provided below PCC levelling course in case of clayey soils. For SBC below 10T/sqm , solid raft shall be provided and for SBC 10T/sqm & above Annular Raft Footings should be provided. Braces and ring beams shall be of uniform cross section.Wind forces shall be considered on all columns. Age factor and redistribution of moments are not allowed. Roof shall also be designed as un – cracked section. Applying Three coats of Anti corrossivel epoxy based paint food grade to the inner faces of side walls, roof dome and alround inner columns and 3 top coats out on thoroughly prepared concrete sub surface Each coat not exceeding 60 microns in dry film thickness total thickness 240 microns and 2 coats of weather proof emulsion painting for external surfaces including cost of all labour charges.Testing of the reservoir for water tightness including cost and conveyance of water as per CI 10 of IS 3370 (Part – I) of 1965 and shall satisfy the water tightness requirement as per CI 10, 12 of 3370 / 1965 and its subsequent amendments emptying the service reservoir after testing, cleaning finishing etc., complete levelling the site including disposal of surplus earth etc.

Construction of 800 KL RCC ELSR at Zone-7 Part-1 RDO Office with a staging of 20.00m.

Construction of 1 No of 800 KL ELSR of suitable design in a single compartment with a staging of 20.00m and with dead storage of 0.15 m and 0.45 m free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL, LWL, GL shall be adopted as per hydraulic designs.1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. 3) The foundations shall be designed for Annular Raft Footings inaccordance with IS 11089.The SBC for foundation of Elevated Level Services Reservoirs / OHSRs considered as 15 T/Sqm. 4) The structure shall be painted with three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof dome and 2 coats of weather proof emulsion painting for external surfaces over one coat of primer of approved make, lettering, all required fixtures, Pipes, Pipe specials, DI valves, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental directions and drawings. 5)The structure shall be designed for a wind pressure of not less than "150 kg/sq m", and Seismic forces for Zone-III seismic zone. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities from 500 KL & upto 1000KL. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.

The structure shall comprise the following fixtures.The tentative details of pipe connections are as follows.i) Pipe connections & Specials with D.I materials : a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. b) The Valves for above pipe connections also shall be of DI material of class PN 16 c) All specials such as Bends,Tees, Reducers, Duck foot Bends, Bell mouths etc,. shall be of DI material. ii) The sizes of the verticals for ELSR /OHSR shall be: a) For 500 KL to 750 KL ELSRs Inlet Pipe -Not less than 300mm dia. Out let Pipe -Not less than 350mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 350m dia Scour Pipe -Not less than 200mm dia b) For 800 KL to 1500 KLELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 450mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 450m dia Scour Pipe -Not less than 200mm dia c) For above 1500 KL to 2500 KL ELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 500mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 500m dia Scour Pipe - Not less than 200mm dia

iii) All Manhole Frames & Covers shall be made of DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 8 Nos minimum. v) RCC Finial ventilator with fly/bird protection with copper or stainless steel fly proof mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width hand railing of 1.2 m height by using Stainless Steel pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c. – 1 No viii) The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with DI manhole Frame & Cover with lock and Key arrangement as per IS specifications. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop. x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c.xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 No

In addition to the above, the design should be comply with ;All the RCC members shall be designed in accordance with IS-456:2000 & IS 3370 and other relevant codes in VRCC M30 grade, The minimum thickness for top roof slab shall be 100 mm. The minimum thickness of bottom slab / bottom dome shall be 200 mm (With reinforcement on both faces) and un – cracked section shall be adopted for all the members of container. PCC base course shall be in (1:3:6), 150 mm thick with 150 mm projection on either side of the footing. Minimum depth of foundation shall be 2.50 Mts as measured at top of the base course. The SBC shall be adopted as per the report of soil Investigation agency or the SBC report being done by contractors separately which ever is less and shall be restricted to a certain value as per the site conditions to be decided by SE / EE. Sand cushion of 0.60 Mts shall be provided below PCC levelling course in case of clayey soils. For SBC below 10T/sqm , solid raft shall be provided and for SBC 10T/sqm & above Annular Raft Footings should be provided. Braces and ring beams shall be of uniform cross section.Wind forces shall be considered on all columns. Age factor and redistribution of moments are not allowed. Roof shall also be designed as un – cracked section. Applying Three coats of Anti corrossivel epoxy based paint food grade to the inner faces of side walls, roof dome and alround inner columns and 3 top coats out on thoroughly prepared concrete sub surface Each coat not exceeding 60 microns in dry film thickness total thickness 240 microns and 2 coats of weather proof emulsion painting for external surfaces including cost of all labour charges.Testing of the reservoir for water tightness including cost and conveyance of water as per CI 10 of IS 3370 (Part – I) of 1965 and shall satisfy the water tightness requirement as per CI 10, 12 of 3370 / 1965 and its subsequent amendments emptying the service reservoir after testing, cleaning finishing etc., complete levelling the site including disposal of surplus earth etc.

Construction of 500 KL RCC ELSR at Zone-7 Part-2 Old Municipal Office with a staging of 20.00m.

Construction of 1 No's of 500 KL ELSR of suitable design in a single compartment with a staging of 20.00m and with dead storage of 0.15 m and 0.45 m free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL, LWL, GL shall be adopted as per hydraulic designs.1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. 2) All concrete components shall be designed with M30 Design Mix proportion. 3) The foundations shall be designed for Annular Raft Footings inaccordance with IS 11089.The SBC for foundation of Elevated Level Services Reservoirs / OHSRs considered as 15 T/Sqm. 4) The structure shall be painted with three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof dome and 2 coats of weather proof emulsion painting for external surfaces over one coat of primer of approved make, lettering, all required fixtures, Pipes, Pipe specials, DI valves, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental directions and drawings. 5)The structure shall be designed for a wind pressure of not less than "150 kg/sq m", and Seismic forces for Zone-IIII seismic zone. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities from 500 KL & upto 1000KL. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.

The structure shall comprise the following fixtures.The tentative details of pipe connections are as follows.i) Pipe connections & Specials with D.I materials : a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. b) The Valves for above pipe connections also shall be of DI material of class PN 16 c) All specials such as Bends,Tees, Reducers, Duck foot Bends, Bell mouths etc,. shall be of DI material. ii) The sizes of the verticals for ELSR /OHSR shall be: a) For 500 KL to 750 KL ELSRs Inlet Pipe -Not less than 300mm dia. Out let Pipe -Not less than 350mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 350m dia Scour Pipe -Not less than 200mm dia b) For 800 KL to 1500 KLELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 450mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 450m dia Scour Pipe -Not less than 200mm dia c) For above 1500 KL to 2500 KL ELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 500mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 500m dia Scour Pipe - Not less than 200mm dia

iii) All Manhole Frames & Covers shall be made of DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 8 Nos minimum. v) RCC Finial ventilator with fly/bird protection with copper or stainless steel fly proof mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width hand railing of 1.2 m height by using Stainless Steel pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c. – 1 No viii) The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with DI manhole Frame & Cover with lock and Key arrangement as per IS specifications. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop. x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c.xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 No

In addition to the above, the design should be comply with ;All the RCC members shall be designed in accordance with IS-456:2000 & IS 3370 and other relevant codes in VRCC M30 grade, The minimum thickness for top roof slab shall be 100 mm. The minimum thickness of bottom slab / bottom dome shall be 200 mm (With reinforcement on both faces) and un – cracked section shall be adopted for all the members of container. PCC base course shall be in (1:3:6), 150 mm thick with 150 mm projection on either side of the footing. Minimum depth of foundation shall be 2.50 Mts as measured at top of the base course. The SBC shall be adopted as per the report of soil Investigation agency or the SBC report being done by contractors separately which ever is less and shall be restricted to a certain value as per the site conditions to be decided by SE / EE. Sand cushion of 0.60 Mts shall be provided below PCC levelling course in case of clayey soils. For SBC below 10T/sqm , solid raft shall be provided and for SBC 10T/sqm & above Annular Raft Footings should be provided. Braces and ring beams shall be of uniform cross section.Wind forces shall be considered on all columns. Age factor and redistribution of moments are not allowed. Roof shall also be designed as un – cracked section. Applying Three coats of Anti corrossivel epoxy based paint food grade to the inner faces of side walls, roof dome and alround inner columns and 3 top coats out on thoroughly prepared concrete sub surface Each coat not exceeding 60 microns in dry film thickness total thickness 240 microns and 2 coats of weather proof emulsion painting for external surfaces including cost of all labour charges.Testing of the reservoir for water tightness including cost and conveyance of water as per CI 10 of IS 3370 (Part – I) of 1965 and shall satisfy the water tightness requirement as per CI 10, 12 of 3370 / 1965 and its subsequent amendments emptying the service reservoir after testing, cleaning finishing etc., complete levelling the site including disposal of surplus earth etc.

Construction of 700 KL RCC ELSR at Zone-10B Khilla-Jammibanda-2 with a staging of 15.00m.

Construction of 1 No of 700 KL ELSR of suitable design in a single compartment with a staging of 15.00m and with dead storage of 0.15 m and 0.45 m free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL, LWL, GL shall be adopted as per hydraulic designs.1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. 3) The foundations shall be designed for Annular Raft Footings inaccordance with IS 11089.The SBC for foundation of Elevated Level Services Reservoirs / OHSRs considered as 15 T/Sqm. 4) The structure shall be painted with three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof dome and 2 coats of weather proof emulsion painting for external surfaces over one coat of primer of approved make, lettering, all required fixtures, Pipes, Pipe specials, DI valves, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental directions and drawings. 5)The structure shall be designed for a wind pressure of not less than "150 kg/sq m", and Seismic forces for Zone-III seismic zone. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities from 500 KL & upto 1000KL. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.The structure shall comprise the following fixtures.The tentative details of pipe connections are as follows.

i) Pipe connections & Specials with D.I materials : a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. b) The Valves for above pipe connections also shall be of DI material of class PN 16 c) All specials such as Bends,Tees, Reducers, Duck foot Bends, Bell mouths etc,. shall be of DI material. ii) The sizes of the verticals for ELSR /OHSR shall be: a) For 500 KL to 750 KL ELSRs Inlet Pipe -Not less than 300mm dia. Out let Pipe -Not less than 350mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 350m dia Scour Pipe -Not less than 200mm dia b) For 800 KL to 1500 KLELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 450mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 450m dia Scour Pipe -Not less than 200mm dia c) For above 1500 KL to 2500 KL ELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 500mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 500m dia Scour Pipe - Not less than 200mm diaiii) All Manhole Frames & Covers shall be made of DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 8 Nos minimum. v) RCC Finial ventilator with fly/bird protection with copper or stainless steel fly proof mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width hand railing of 1.2 m height by using Stainless Steel pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c. – 1 No viii) The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with DI manhole Frame & Cover with lock and Key arrangement as per IS specifications. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop. x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c.

xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 No

In addition to the above, the design should be comply with ;All the RCC members shall be designed in accordance with IS-456:2000 & IS 3370 and other relevant codes in VRCC M30 grade, The minimum thickness for top roof slab shall be 100 mm. The minimum thickness of bottom slab / bottom dome shall be 200 mm (With reinforcement on both faces) and un – cracked section shall be adopted for all the members of container. PCC base course shall be in (1:3:6), 150 mm thick with 150 mm projection on either side of the footing. Minimum depth of foundation shall be 2.50 Mts as measured at top of the base course. The SBC shall be adopted as per the report of soil Investigation agency or the SBC report being done by contractors separately which ever is less and shall be restricted to a certain value as per the site conditions to be decided by SE / EE. Sand cushion of 0.60 Mts shall be provided below PCC levelling course in case of clayey soils. For SBC below 10T/sqm , solid raft shall be provided and for SBC 10T/sqm & above Annular Raft Footings should be provided. Braces and ring beams shall be of uniform cross section.Wind forces shall be considered on all columns. Age factor and redistribution of moments are not allowed. Roof shall also be designed as un – cracked section. Applying Three coats of Anti corrossivel epoxy based paint food grade to the inner faces of side walls, roof dome and alround inner columns and 3 top coats out on thoroughly prepared concrete sub surface Each coat not exceeding 60 microns in dry film thickness total thickness 240 microns and 2 coats of weather proof emulsion painting for external surfaces including cost of all labour charges.Testing of the reservoir for water tightness including cost and conveyance of water as per CI 10 of IS 3370 (Part – I) of 1965 and shall satisfy the water tightness requirement as per CI 10, 12 of 3370 / 1965 and its subsequent amendments emptying the service reservoir after testing, cleaning finishing etc., complete levelling the site including disposal of surplus earth etc.

Construction of 500 KL RCC ELSR at Zone-11 Part-1 Lakaram with a staging of 20.00m.

Construction of 1 No's of 500 KL ELSR of suitable design in a single compartment with a staging of 20.00m and with dead storage of 0.15 m and 0.45 m free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL, LWL, GL shall be adopted as per hydraulic designs.1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. 2) All concrete components shall be designed with M30 Design Mix proportion. 3) The foundations shall be designed for Annular Raft Footings inaccordance with IS 11089.The SBC for foundation of Elevated Level Services Reservoirs / OHSRs considered as 15 T/Sqm. 4) The structure shall be painted with three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof dome and 2 coats of weather proof emulsion painting for external surfaces over one coat of primer of approved make, lettering, all required fixtures, Pipes, Pipe specials, DI valves, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental directions and drawings. 5)The structure shall be designed for a wind pressure of not less than "150 kg/sq m", and Seismic forces for Zone-IIII seismic zone. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities from 500 KL & upto 1000KL. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.

The structure shall comprise the following fixtures.The tentative details of pipe connections are as follows.i) Pipe connections & Specials with D.I materials : a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. b) The Valves for above pipe connections also shall be of DI material of class PN 16 c) All specials such as Bends,Tees, Reducers, Duck foot Bends, Bell mouths etc,. shall be of DI material. ii) The sizes of the verticals for ELSR /OHSR shall be: a) For 500 KL to 750 KL ELSRs Inlet Pipe -Not less than 300mm dia. Out let Pipe -Not less than 350mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 350m dia Scour Pipe -Not less than 200mm dia b) For 800 KL to 1500 KLELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 450mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 450m dia Scour Pipe -Not less than 200mm dia c) For above 1500 KL to 2500 KL ELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 500mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 500m dia Scour Pipe - Not less than 200mm dia

iii) All Manhole Frames & Covers shall be made of DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 8 Nos minimum. v) RCC Finial ventilator with fly/bird protection with copper or stainless steel fly proof mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width hand railing of 1.2 m height by using Stainless Steel pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c. – 1 No viii) The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with DI manhole Frame & Cover with lock and Key arrangement as per IS specifications. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop. x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c.xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 No

In addition to the above, the design should be comply with ;All the RCC members shall be designed in accordance with IS-456:2000 & IS 3370 and other relevant codes in VRCC M30 grade, The minimum thickness for top roof slab shall be 100 mm. The minimum thickness of bottom slab / bottom dome shall be 200 mm (With reinforcement on both faces) and un – cracked section shall be adopted for all the members of container. PCC base course shall be in (1:3:6), 150 mm thick with 150 mm projection on either side of the footing. Minimum depth of foundation shall be 2.50 Mts as measured at top of the base course. The SBC shall be adopted as per the report of soil Investigation agency or the SBC report being done by contractors separately which ever is less and shall be restricted to a certain value as per the site conditions to be decided by SE / EE. Sand cushion of 0.60 Mts shall be provided below PCC levelling course in case of clayey soils. For SBC below 10T/sqm , solid raft shall be provided and for SBC 10T/sqm & above Annular Raft Footings should be provided. Braces and ring beams shall be of uniform cross section.Wind forces shall be considered on all columns. Age factor and redistribution of moments are not allowed. Roof shall also be designed as un – cracked section. Applying Three coats of Anti corrossivel epoxy based paint food grade to the inner faces of side walls, roof dome and alround inner columns and 3 top coats out on thoroughly prepared concrete sub surface Each coat not exceeding 60 microns in dry film thickness total thickness 240 microns and 2 coats of weather proof emulsion painting for external surfaces including cost of all labour charges.Testing of the reservoir for water tightness including cost and conveyance of water as per CI 10 of IS 3370 (Part – I) of 1965 and shall satisfy the water tightness requirement as per CI 10, 12 of 3370 / 1965 and its subsequent amendments emptying the service reservoir after testing, cleaning finishing etc., complete levelling the site including disposal of surplus earth etc.

Construction of 500 KL RCC ELSR at Zone-12 Part Srinivas Nagar-2 with a staging of 15.00m.

Construction of 1 No's of 500 KL ELSR of suitable design in a single compartment with a staging of 15.00m and with dead storage of 0.15 m and 0.45 m free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL, LWL, GL shall be adopted as per hydraulic designs.1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. 2) All concrete components shall be designed with M30 Design Mix proportion. 3) The foundations shall be designed for Annular Raft Footings inaccordance with IS 11089.The SBC for foundation of Elevated Level Services Reservoirs / OHSRs considered as 15 T/Sqm. 4) The structure shall be painted with three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof dome and 2 coats of weather proof emulsion painting for external surfaces over one coat of primer of approved make, lettering, all required fixtures, Pipes, Pipe specials, DI valves, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental directions and drawings. 5)The structure shall be designed for a wind pressure of not less than "150 kg/sq m", and Seismic forces for Zone-IIII seismic zone. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities from 500 KL & upto 1000KL. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.

The structure shall comprise the following fixtures.The tentative details of pipe connections are as follows.i) Pipe connections & Specials with D.I materials : a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. b) The Valves for above pipe connections also shall be of DI material of class PN 16 c) All specials such as Bends,Tees, Reducers, Duck foot Bends, Bell mouths etc,. shall be of DI material. ii) The sizes of the verticals for ELSR /OHSR shall be: a) For 500 KL to 750 KL ELSRs Inlet Pipe -Not less than 300mm dia. Out let Pipe -Not less than 350mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 350m dia Scour Pipe -Not less than 200mm dia b) For 800 KL to 1500 KLELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 450mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 450m dia Scour Pipe -Not less than 200mm dia c) For above 1500 KL to 2500 KL ELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 500mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 500m dia Scour Pipe - Not less than 200mm dia

iii) All Manhole Frames & Covers shall be made of DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 8 Nos minimum. v) RCC Finial ventilator with fly/bird protection with copper or stainless steel fly proof mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width hand railing of 1.2 m height by using Stainless Steel pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c. – 1 No viii) The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with DI manhole Frame & Cover with lock and Key arrangement as per IS specifications. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop. x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c.xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 No

In addition to the above, the design should be comply with ;All the RCC members shall be designed in accordance with IS-456:2000 & IS 3370 and other relevant codes in VRCC M30 grade, The minimum thickness for top roof slab shall be 100 mm. The minimum thickness of bottom slab / bottom dome shall be 200 mm (With reinforcement on both faces) and un – cracked section shall be adopted for all the members of container. PCC base course shall be in (1:3:6), 150 mm thick with 150 mm projection on either side of the footing. Minimum depth of foundation shall be 2.50 Mts as measured at top of the base course. The SBC shall be adopted as per the report of soil Investigation agency or the SBC report being done by contractors separately which ever is less and shall be restricted to a certain value as per the site conditions to be decided by SE / EE. Sand cushion of 0.60 Mts shall be provided below PCC levelling course in case of clayey soils. For SBC below 10T/sqm , solid raft shall be provided and for SBC 10T/sqm & above Annular Raft Footings should be provided. Braces and ring beams shall be of uniform cross section.Wind forces shall be considered on all columns. Age factor and redistribution of moments are not allowed. Roof shall also be designed as un – cracked section. Applying Three coats of Anti corrossivel epoxy based paint food grade to the inner faces of side walls, roof dome and alround inner columns and 3 top coats out on thoroughly prepared concrete sub surface Each coat not exceeding 60 microns in dry film thickness total thickness 240 microns and 2 coats of weather proof emulsion painting for external surfaces including cost of all labour charges.Testing of the reservoir for water tightness including cost and conveyance of water as per CI 10 of IS 3370 (Part – I) of 1965 and shall satisfy the water tightness requirement as per CI 10, 12 of 3370 / 1965 and its subsequent amendments emptying the service reservoir after testing, cleaning finishing etc., complete levelling the site including disposal of surplus earth etc.

Construction of 500 KL RCC ELSR at Zone-14 Part Gandhi Park-SP Office with a staging of 20.00m.

Construction of 1 No's of 500 KL ELSR of suitable design in a single compartment with a staging of 20.00m and with dead storage of 0.15 m and 0.45 m free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL, LWL, GL shall be adopted as per hydraulic designs.1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. 2) All concrete components shall be designed with M30 Design Mix proportion. 3) The foundations shall be designed for Annular Raft Footings inaccordance with IS 11089.The SBC for foundation of Elevated Level Services Reservoirs / OHSRs considered as 15 T/Sqm. 4) The structure shall be painted with three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof dome and 2 coats of weather proof emulsion painting for external surfaces over one coat of primer of approved make, lettering, all required fixtures, Pipes, Pipe specials, DI valves, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental directions and drawings. 5)The structure shall be designed for a wind pressure of not less than "150 kg/sq m", and Seismic forces for Zone-IIII seismic zone. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities from 500 KL & upto 1000KL. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.

The structure shall comprise the following fixtures.The tentative details of pipe connections are as follows.i) Pipe connections & Specials with D.I materials : a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. b) The Valves for above pipe connections also shall be of DI material of class PN 16 c) All specials such as Bends,Tees, Reducers, Duck foot Bends, Bell mouths etc,. shall be of DI material. ii) The sizes of the verticals for ELSR /OHSR shall be: a) For 500 KL to 750 KL ELSRs Inlet Pipe -Not less than 300mm dia. Out let Pipe -Not less than 350mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 350m dia Scour Pipe -Not less than 200mm dia b) For 800 KL to 1500 KLELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 450mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 450m dia Scour Pipe -Not less than 200mm dia c) For above 1500 KL to 2500 KL ELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 500mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 500m dia Scour Pipe - Not less than 200mm dia

iii) All Manhole Frames & Covers shall be made of DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 8 Nos minimum. v) RCC Finial ventilator with fly/bird protection with copper or stainless steel fly proof mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width hand railing of 1.2 m height by using Stainless Steel pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c. – 1 No viii) The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with DI manhole Frame & Cover with lock and Key arrangement as per IS specifications. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop. x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c.xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 No

In addition to the above, the design should be comply with ;All the RCC members shall be designed in accordance with IS-456:2000 & IS 3370 and other relevant codes in VRCC M30 grade, The minimum thickness for top roof slab shall be 100 mm. The minimum thickness of bottom slab / bottom dome shall be 200 mm (With reinforcement on both faces) and un – cracked section shall be adopted for all the members of container. PCC base course shall be in (1:3:6), 150 mm thick with 150 mm projection on either side of the footing. Minimum depth of foundation shall be 2.50 Mts as measured at top of the base course. The SBC shall be adopted as per the report of soil Investigation agency or the SBC report being done by contractors separately which ever is less and shall be restricted to a certain value as per the site conditions to be decided by SE / EE. Sand cushion of 0.60 Mts shall be provided below PCC levelling course in case of clayey soils. For SBC below 10T/sqm , solid raft shall be provided and for SBC 10T/sqm & above Annular Raft Footings should be provided. Braces and ring beams shall be of uniform cross section.Wind forces shall be considered on all columns. Age factor and redistribution of moments are not allowed. Roof shall also be designed as un – cracked section. Applying Three coats of Anti corrossivel epoxy based paint food grade to the inner faces of side walls, roof dome and alround inner columns and 3 top coats out on thoroughly prepared concrete sub surface Each coat not exceeding 60 microns in dry film thickness total thickness 240 microns and 2 coats of weather proof emulsion painting for external surfaces including cost of all labour charges.Testing of the reservoir for water tightness including cost and conveyance of water as per CI 10 of IS 3370 (Part – I) of 1965 and shall satisfy the water tightness requirement as per CI 10, 12 of 3370 / 1965 and its subsequent amendments emptying the service reservoir after testing, cleaning finishing etc., complete levelling the site including disposal of surplus earth etc.

Construction of 1100 KL RCC ELSR at Zone-15 Part Dhamslapuram with a staging of 20.00m.

Construction of 1 No's of 1100 KL ELSR of suitable design in a single compartment with a staging of 20.00m and with dead storage of 0.15 m and 0.45 m free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL, LWL, GL shall be adopted as per hydraulic designs.1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. 2) All concrete components shall be designed with M30 Design Mix proportion. 3) The foundations shall be designed for Annular Raft Footings inaccordance with IS 11089.The SBC for foundation of Elevated Level Services Reservoirs / OHSRs considered as 15 T/Sqm. 4) The structure shall be painted with three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof dome and 2 coats of weather proof emulsion painting for external surfaces over one coat of primer of approved make, lettering, all required fixtures, Pipes, Pipe specials, DI valves, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental directions and drawings. 5)The structure shall be designed for a wind pressure of not less than "150 kg/sq m", and Seismic forces for Zone-III seismic zone. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities from 500 KL & upto 1000KL. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.

The structure shall comprise the following fixtures.The tentative details of pipe connections are as follows.i) Pipe connections & Specials with D.I materials : a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. b) The Valves for above pipe connections also shall be of DI material of class PN 16 c) All specials such as Bends,Tees, Reducers, Duck foot Bends, Bell mouths etc,. shall be of DI material. ii) The sizes of the verticals for ELSR /OHSR shall be: a) For 500 KL to 750 KL ELSRs Inlet Pipe -Not less than 300mm dia. Out let Pipe -Not less than 350mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 350m dia Scour Pipe -Not less than 200mm dia b) For 800 KL to 1500 KLELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 450mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 450m dia Scour Pipe -Not less than 200mm dia c) For above 1500 KL to 2500 KL ELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 500mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 500m dia Scour Pipe - Not less than 200mm dia

iii) All Manhole Frames & Covers shall be made of DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 8 Nos minimum. v) RCC Finial ventilator with fly/bird protection with copper or stainless steel fly proof mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width hand railing of 1.2 m height by using Stainless Steel pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c. – 1 No viii) The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with DI manhole Frame & Cover with lock and Key arrangement as per IS specifications. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop. x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c.xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 No

In addition to the above, the design should be comply with ;All the RCC members shall be designed in accordance with IS-456:2000 & IS 3370 and other relevant codes in VRCC M30 grade, The minimum thickness for top roof slab shall be 100 mm. The minimum thickness of bottom slab / bottom dome shall be 200 mm (With reinforcement on both faces) and un – cracked section shall be adopted for all the members of container. PCC base course shall be in (1:3:6), 150 mm thick with 150 mm projection on either side of the footing. Minimum depth of foundation shall be 2.50 Mts as measured at top of the base course. The SBC shall be adopted as per the report of soil Investigation agency or the SBC report being done by contractors separately which ever is less and shall be restricted to a certain value as per the site conditions to be decided by SE / EE. Sand cushion of 0.60 Mts shall be provided below PCC levelling course in case of clayey soils. For SBC below 10T/sqm , solid raft shall be provided and for SBC 10T/sqm & above Annular Raft Footings should be provided. Braces and ring beams shall be of uniform cross section.Wind forces shall be considered on all columns. Age factor and redistribution of moments are not allowed. Roof shall also be designed as un – cracked section. Applying Three coats of Anti corrossivel epoxy based paint food grade to the inner faces of side walls, roof dome and alround inner columns and 3 top coats out on thoroughly prepared concrete sub surface Each coat not exceeding 60 microns in dry film thickness total thickness 240 microns and 2 coats of weather proof emulsion painting for external surfaces including cost of all labour charges.Testing of the reservoir for water tightness including cost and conveyance of water as per CI 10 of IS 3370 (Part – I) of 1965 and shall satisfy the water tightness requirement as per CI 10, 12 of 3370 / 1965 and its subsequent amendments emptying the service reservoir after testing, cleaning finishing etc., complete levelling the site including disposal of surplus earth etc.

Construction of 500 KL RCC ELSR at Zone-16 Part Pakabanda Bazar-1(Abdul Kalam Nagar) with a staging of 15.00m.

Construction of 1 No of 500 KL ELSR of suitable design in a single compartment with a staging of 15.00m and with dead storage of 0.15 m and 0.45 m free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL, LWL, GL shall be adopted as per hydraulic designs.1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. 3) The foundations shall be designed for Annular Raft Footings inaccordance with IS 11089.The SBC for foundation of Elevated Level Services Reservoirs / OHSRs considered as 15 T/Sqm. 4) The structure shall be painted with three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof dome and 2 coats of weather proof emulsion painting for external surfaces over one coat of primer of approved make, lettering, all required fixtures, Pipes, Pipe specials, DI valves, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental directions and drawings. 5)The structure shall be designed for a wind pressure of not less than "150 kg/sq m", and Seismic forces for Zone-III seismic zone. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities from 500 KL & upto 1000KL. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.The structure shall comprise the following fixtures.

The tentative details of pipe connections are as follows.i) Pipe connections & Specials with D.I materials : a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. b) The Valves for above pipe connections also shall be of DI material of class PN 16 c) All specials such as Bends,Tees, Reducers, Duck foot Bends, Bell mouths etc,. shall be of DI material. ii) The sizes of the verticals for ELSR /OHSR shall be: a) For 500 KL to 750 KL ELSRs Inlet Pipe -Not less than 300mm dia. Out let Pipe -Not less than 350mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 350m dia Scour Pipe -Not less than 200mm dia b) For 800 KL to 1500 KLELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 450mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 450m dia Scour Pipe -Not less than 200mm dia c) For above 1500 KL to 2500 KL ELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 500mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 500m dia Scour Pipe - Not less than 200mm dia

iii) All Manhole Frames & Covers shall be made of DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 8 Nos minimum. v) RCC Finial ventilator with fly/bird protection with copper or stainless steel fly proof mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width hand railing of 1.2 m height by using Stainless Steel pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c. – 1 No viii) The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with DI manhole Frame & Cover with lock and Key arrangement as per IS specifications. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop. x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c.xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 No

In addition to the above, the design should be comply with ;All the RCC members shall be designed in accordance with IS-456:2000 & IS 3370 and other relevant codes in VRCC M30 grade, The minimum thickness for top roof slab shall be 100 mm. The minimum thickness of bottom slab / bottom dome shall be 200 mm (With reinforcement on both faces) and un – cracked section shall be adopted for all the members of container. PCC base course shall be in (1:3:6), 150 mm thick with 150 mm projection on either side of the footing. Minimum depth of foundation shall be 2.50 Mts as measured at top of the base course. The SBC shall be adopted as per the report of soil Investigation agency or the SBC report being done by contractors separately which ever is less and shall be restricted to a certain value as per the site conditions to be decided by SE / EE. Sand cushion of 0.60 Mts shall be provided below PCC levelling course in case of clayey soils. For SBC below 10T/sqm , solid raft shall be provided and for SBC 10T/sqm & above Annular Raft Footings should be provided. Braces and ring beams shall be of uniform cross section.Wind forces shall be considered on all columns. Age factor and redistribution of moments are not allowed. Roof shall also be designed as un – cracked section. Applying Three coats of Anti corrossivel epoxy based paint food grade to the inner faces of side walls, roof dome and alround inner columns and 3 top coats out on thoroughly prepared concrete sub surface Each coat not exceeding 60 microns in dry film thickness total thickness 240 microns and 2 coats of weather proof emulsion painting for external surfaces including cost of all labour charges.Testing of the reservoir for water tightness including cost and conveyance of water as per CI 10 of IS 3370 (Part – I) of 1965 and shall satisfy the water tightness requirement as per CI 10, 12 of 3370 / 1965 and its subsequent amendments emptying the service reservoir after testing, cleaning finishing etc., complete levelling the site including disposal of surplus earth etc.

Construction of 1350 KL RCC ELSR at Zone-1A Ramannapet-1 with a staging of 20.00m.

Construction of 1 No's of 1350 KL ELSR of suitable design in a single compartment with a staging of 20.00m and with dead storage of 0.15 m and 0.45 m free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL, LWL, GL shall be adopted as per hydraulic designs.1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. 2) All concrete components shall be designed with M30 Design Mix proportion. 3) The foundations shall be designed for Annular Raft Footings inaccordance with IS 11089.The SBC for foundation of Elevated Level Services Reservoirs / OHSRs considered as 15 T/Sqm. 4) The structure shall be painted with three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof dome and 2 coats of weather proof emulsion painting for external surfaces over one coat of primer of approved make, lettering, all required fixtures, Pipes, Pipe specials, DI valves, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental directions and drawings. 5)The structure shall be designed for a wind pressure of not less than "150 kg/sq m", and Seismic forces for Zone-III seismic zone. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities from 500 KL & upto 1000KL. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.The structure shall comprise the following fixtures.

The tentative details of pipe connections are as follows.i) Pipe connections & Specials with D.I materials : a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. b) The Valves for above pipe connections also shall be of DI material of class PN 16 c) All specials such as Bends,Tees, Reducers, Duck foot Bends, Bell mouths etc,. shall be of DI material. ii) The sizes of the verticals for ELSR /OHSR shall be: a) For 500 KL to 750 KL ELSRs Inlet Pipe -Not less than 300mm dia. Out let Pipe -Not less than 350mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 350m dia Scour Pipe -Not less than 200mm dia b) For 800 KL to 1500 KLELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 450mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 450m dia Scour Pipe -Not less than 200mm dia c) For above 1500 KL to 2500 KL ELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 500mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 500m dia Scour Pipe - Not less than 200mm dia

iii) All Manhole Frames & Covers shall be made of DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 8 Nos minimum. v) RCC Finial ventilator with fly/bird protection with copper or stainless steel fly proof mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width hand railing of 1.2 m height by using Stainless Steel pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c. – 1 No viii) The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with DI manhole Frame & Cover with lock and Key arrangement as per IS specifications. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop. x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c.xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 No

In addition to the above, the design should be comply with ;All the RCC members shall be designed in accordance with IS-456:2000 & IS 3370 and other relevant codes in VRCC M30 grade, The minimum thickness for top roof slab shall be 100 mm. The minimum thickness of bottom slab / bottom dome shall be 200 mm (With reinforcement on both faces) and un – cracked section shall be adopted for all the members of container. PCC base course shall be in (1:3:6), 150 mm thick with 150 mm projection on either side of the footing. Minimum depth of foundation shall be 2.50 Mts as measured at top of the base course. The SBC shall be adopted as per the report of soil Investigation agency or the SBC report being done by contractors separately which ever is less and shall be restricted to a certain value as per the site conditions to be decided by SE / EE. Sand cushion of 0.60 Mts shall be provided below PCC levelling course in case of clayey soils. For SBC below 10T/sqm , solid raft shall be provided and for SBC 10T/sqm & above Annular Raft Footings should be provided. Braces and ring beams shall be of uniform cross section.Wind forces shall be considered on all columns. Age factor and redistribution of moments are not allowed. Roof shall also be designed as un – cracked section. Applying Three coats of Anti corrossivel epoxy based paint food grade to the inner faces of side walls, roof dome and alround inner columns and 3 top coats out on thoroughly prepared concrete sub surface Each coat not exceeding 60 microns in dry film thickness total thickness 240 microns and 2 coats of weather proof emulsion painting for external surfaces including cost of all labour charges.Testing of the reservoir for water tightness including cost and conveyance of water as per CI 10 of IS 3370 (Part – I) of 1965 and shall satisfy the water tightness requirement as per CI 10, 12 of 3370 / 1965 and its subsequent amendments emptying the service reservoir after testing, cleaning finishing etc., complete levelling the site including disposal of surplus earth etc.

Construction of 700 KL RCC ELSR at Zone-2 Part Kaikondagudem-1 with a staging of 20.00m.

Construction of 1 No of 700 KL ELSR of suitable design in a single compartment with a staging of 20.00m and with dead storage of 0.15 m and 0.45 m free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL, LWL, GL shall be adopted as per hydraulic designs.1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. 3) The foundations shall be designed for Annular Raft Footings inaccordance with IS 11089.The SBC for foundation of Elevated Level Services Reservoirs / OHSRs considered as 15 T/Sqm. 4) The structure shall be painted with three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof dome and 2 coats of weather proof emulsion painting for external surfaces over one coat of primer of approved make, lettering, all required fixtures, Pipes, Pipe specials, DI valves, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental directions and drawings. 5)The structure shall be designed for a wind pressure of not less than "150 kg/sq m", and Seismic forces for Zone-III seismic zone. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities from 500 KL & upto 1000KL. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.The structure shall comprise the following fixtures.

The tentative details of pipe connections are as follows.i) Pipe connections & Specials with D.I materials : a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. b) The Valves for above pipe connections also shall be of DI material of class PN 16 c) All specials such as Bends,Tees, Reducers, Duck foot Bends, Bell mouths etc,. shall be of DI material. ii) The sizes of the verticals for ELSR /OHSR shall be: a) For 500 KL to 750 KL ELSRs Inlet Pipe -Not less than 300mm dia. Out let Pipe -Not less than 350mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 350m dia Scour Pipe -Not less than 200mm dia b) For 800 KL to 1500 KLELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 450mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 450m dia Scour Pipe -Not less than 200mm dia c) For above 1500 KL to 2500 KL ELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 500mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 500m dia Scour Pipe - Not less than 200mm dia

iii) All Manhole Frames & Covers shall be made of DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 8 Nos minimum. v) RCC Finial ventilator with fly/bird protection with copper or stainless steel fly proof mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width hand railing of 1.2 m height by using Stainless Steel pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c. – 1 No viii) The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with DI manhole Frame & Cover with lock and Key arrangement as per IS specifications. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop. x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c.xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 No

In addition to the above, the design should be comply with ;All the RCC members shall be designed in accordance with IS-456:2000 & IS 3370 and other relevant codes in VRCC M30 grade, The minimum thickness for top roof slab shall be 100 mm. The minimum thickness of bottom slab / bottom dome shall be 200 mm (With reinforcement on both faces) and un – cracked section shall be adopted for all the members of container. PCC base course shall be in (1:3:6), 150 mm thick with 150 mm projection on either side of the footing. Minimum depth of foundation shall be 2.50 Mts as measured at top of the base course. The SBC shall be adopted as per the report of soil Investigation agency or the SBC report being done by contractors separately which ever is less and shall be restricted to a certain value as per the site conditions to be decided by SE / EE. Sand cushion of 0.60 Mts shall be provided below PCC levelling course in case of clayey soils. For SBC below 10T/sqm , solid raft shall be provided and for SBC 10T/sqm & above Annular Raft Footings should be provided. Braces and ring beams shall be of uniform cross section.Wind forces shall be considered on all columns. Age factor and redistribution of moments are not allowed. Roof shall also be designed as un – cracked section. Applying Three coats of Anti corrossivel epoxy based paint food grade to the inner faces of side walls, roof dome and alround inner columns and 3 top coats out on thoroughly prepared concrete sub surface Each coat not exceeding 60 microns in dry film thickness total thickness 240 microns and 2 coats of weather proof emulsion painting for external surfaces including cost of all labour charges.Testing of the reservoir for water tightness including cost and conveyance of water as per CI 10 of IS 3370 (Part – I) of 1965 and shall satisfy the water tightness requirement as per CI 10, 12 of 3370 / 1965 and its subsequent amendments emptying the service reservoir after testing, cleaning finishing etc., complete levelling the site including disposal of surplus earth etc.

Construction of 700 KL RCC ELSR at Zone-2 Part Kaikondagudem-2 with a staging of 20.00m.

Construction of 1 No of 700 KL ELSR of suitable design in a single compartment with a staging of 20.00m and with dead storage of 0.15 m and 0.45 m free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL, LWL, GL shall be adopted as per hydraulic designs.1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. 3) The foundations shall be designed for Annular Raft Footings inaccordance with IS 11089.The SBC for foundation of Elevated Level Services Reservoirs / OHSRs considered as 15 T/Sqm. 4) The structure shall be painted with three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof dome and 2 coats of weather proof emulsion painting for external surfaces over one coat of primer of approved make, lettering, all required fixtures, Pipes, Pipe specials, DI valves, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental directions and drawings. 5)The structure shall be designed for a wind pressure of not less than "150 kg/sq m", and Seismic forces for Zone-III seismic zone. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities from 500 KL & upto 1000KL. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.The structure shall comprise the following fixtures.

The tentative details of pipe connections are as follows.i) Pipe connections & Specials with D.I materials : a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. b) The Valves for above pipe connections also shall be of DI material of class PN 16 c) All specials such as Bends,Tees, Reducers, Duck foot Bends, Bell mouths etc,. shall be of DI material. ii) The sizes of the verticals for ELSR /OHSR shall be: a) For 500 KL to 750 KL ELSRs Inlet Pipe -Not less than 300mm dia. Out let Pipe -Not less than 350mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 350m dia Scour Pipe -Not less than 200mm dia b) For 800 KL to 1500 KLELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 450mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 450m dia Scour Pipe -Not less than 200mm dia c) For above 1500 KL to 2500 KL ELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 500mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 500m dia Scour Pipe - Not less than 200mm dia

iii) All Manhole Frames & Covers shall be made of DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 8 Nos minimum. v) RCC Finial ventilator with fly/bird protection with copper or stainless steel fly proof mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width hand railing of 1.2 m height by using Stainless Steel pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c. – 1 No viii) The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with DI manhole Frame & Cover with lock and Key arrangement as per IS specifications. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop. x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c.xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 No

In addition to the above, the design should be comply with ;All the RCC members shall be designed in accordance with IS-456:2000 & IS 3370 and other relevant codes in VRCC M30 grade, The minimum thickness for top roof slab shall be 100 mm. The minimum thickness of bottom slab / bottom dome shall be 200 mm (With reinforcement on both faces) and un – cracked section shall be adopted for all the members of container. PCC base course shall be in (1:3:6), 150 mm thick with 150 mm projection on either side of the footing. Minimum depth of foundation shall be 2.50 Mts as measured at top of the base course. The SBC shall be adopted as per the report of soil Investigation agency or the SBC report being done by contractors separately which ever is less and shall be restricted to a certain value as per the site conditions to be decided by SE / EE. Sand cushion of 0.60 Mts shall be provided below PCC levelling course in case of clayey soils. For SBC below 10T/sqm , solid raft shall be provided and for SBC 10T/sqm & above Annular Raft Footings should be provided. Braces and ring beams shall be of uniform cross section.Wind forces shall be considered on all columns. Age factor and redistribution of moments are not allowed. Roof shall also be designed as un – cracked section. Applying Three coats of Anti corrossivel epoxy based paint food grade to the inner faces of side walls, roof dome and alround inner columns and 3 top coats out on thoroughly prepared concrete sub surface Each coat not exceeding 60 microns in dry film thickness total thickness 240 microns and 2 coats of weather proof emulsion painting for external surfaces including cost of all labour charges.Testing of the reservoir for water tightness including cost and conveyance of water as per CI 10 of IS 3370 (Part – I) of 1965 and shall satisfy the water tightness requirement as per CI 10, 12 of 3370 / 1965 and its subsequent amendments emptying the service reservoir after testing, cleaning finishing etc., complete levelling the site including disposal of surplus earth etc.

Construction of 500 KL RCC ELSR at Zone-11 Part-2 Sri Sri Circle with a staging of 20.00m.

Construction of 1 No's of 500 KL ELSR of suitable design in a single compartment with a staging of 20.00m and with dead storage of 0.15 m and 0.45 m free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL, LWL, GL shall be adopted as per hydraulic designs.1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. 2) All concrete components shall be designed with M30 Design Mix proportion. 3) The foundations shall be designed for Annular Raft Footings inaccordance with IS 11089.The SBC for foundation of Elevated Level Services Reservoirs / OHSRs considered as 15 T/Sqm. 4) The structure shall be painted with three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof dome and 2 coats of weather proof emulsion painting for external surfaces over one coat of primer of approved make, lettering, all required fixtures, Pipes, Pipe specials, DI valves, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental directions and drawings. 5)The structure shall be designed for a wind pressure of not less than "150 kg/sq m", and Seismic forces for Zone-IIII seismic zone. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities from 500 KL & upto 1000KL. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.

The structure shall comprise the following fixtures.The tentative details of pipe connections are as follows.i) Pipe connections & Specials with D.I materials : a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. b) The Valves for above pipe connections also shall be of DI material of class PN 16 c) All specials such as Bends,Tees, Reducers, Duck foot Bends, Bell mouths etc,. shall be of DI material. ii) The sizes of the verticals for ELSR /OHSR shall be: a) For 500 KL to 750 KL ELSRs Inlet Pipe -Not less than 300mm dia. Out let Pipe -Not less than 350mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 350m dia Scour Pipe -Not less than 200mm dia b) For 800 KL to 1500 KLELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 450mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 450m dia Scour Pipe -Not less than 200mm dia c) For above 1500 KL to 2500 KL ELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 500mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 500m dia Scour Pipe - Not less than 200mm dia

iii) All Manhole Frames & Covers shall be made of DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 8 Nos minimum. v) RCC Finial ventilator with fly/bird protection with copper or stainless steel fly proof mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width hand railing of 1.2 m height by using Stainless Steel pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c. – 1 No viii) The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with DI manhole Frame & Cover with lock and Key arrangement as per IS specifications. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop. x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c.xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 No

In addition to the above, the design should be comply with ;All the RCC members shall be designed in accordance with IS-456:2000 & IS 3370 and other relevant codes in VRCC M30 grade, The minimum thickness for top roof slab shall be 100 mm. The minimum thickness of bottom slab / bottom dome shall be 200 mm (With reinforcement on both faces) and un – cracked section shall be adopted for all the members of container. PCC base course shall be in (1:3:6), 150 mm thick with 150 mm projection on either side of the footing. Minimum depth of foundation shall be 2.50 Mts as measured at top of the base course. The SBC shall be adopted as per the report of soil Investigation agency or the SBC report being done by contractors separately which ever is less and shall be restricted to a certain value as per the site conditions to be decided by SE / EE. Sand cushion of 0.60 Mts shall be provided below PCC levelling course in case of clayey soils. For SBC below 10T/sqm , solid raft shall be provided and for SBC 10T/sqm & above Annular Raft Footings should be provided. Braces and ring beams shall be of uniform cross section.Wind forces shall be considered on all columns. Age factor and redistribution of moments are not allowed. Roof shall also be designed as un – cracked section. Applying Three coats of Anti corrossivel epoxy based paint food grade to the inner faces of side walls, roof dome and alround inner columns and 3 top coats out on thoroughly prepared concrete sub surface Each coat not exceeding 60 microns in dry film thickness total thickness 240 microns and 2 coats of weather proof emulsion painting for external surfaces including cost of all labour charges.Testing of the reservoir for water tightness including cost and conveyance of water as per CI 10 of IS 3370 (Part – I) of 1965 and shall satisfy the water tightness requirement as per CI 10, 12 of 3370 / 1965 and its subsequent amendments emptying the service reservoir after testing, cleaning finishing etc., complete levelling the site including disposal of surplus earth etc.

Construction of 1000 KL RCC ELSR at Zone-11 Part-1 Satya Sai Nagar-Gollagudem with a staging of 20.00m.

Construction of 1 No's of 1000 KL ELSR of suitable design in a single compartment with a staging of 20.00m and with dead storage of 0.15 m and 0.45 m free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL, LWL, GL shall be adopted as per hydraulic designs.1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. 2) All concrete components shall be designed with M30 Design Mix proportion. 3) The foundations shall be designed for Annular Raft Footings inaccordance with IS 11089.The SBC for foundation of Elevated Level Services Reservoirs / OHSRs considered as 15 T/Sqm. 4) The structure shall be painted with three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof dome and 2 coats of weather proof emulsion painting for external surfaces over one coat of primer of approved make, lettering, all required fixtures, Pipes, Pipe specials, DI valves, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental directions and drawings. 5)The structure shall be designed for a wind pressure of not less than "150 kg/sq m", and Seismic forces for Zone-IIII seismic zone. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities from 500 KL & upto 1000KL. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.The structure shall comprise the following fixtures.

The tentative details of pipe connections are as follows.i) Pipe connections & Specials with D.I materials : a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. b) The Valves for above pipe connections also shall be of DI material of class PN 16 c) All specials such as Bends,Tees, Reducers, Duck foot Bends, Bell mouths etc,. shall be of DI material. ii) The sizes of the verticals for ELSR /OHSR shall be: a) For 500 KL to 750 KL ELSRs Inlet Pipe -Not less than 300mm dia. Out let Pipe -Not less than 350mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 350m dia Scour Pipe -Not less than 200mm dia b) For 800 KL to 1500 KLELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 450mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 450m dia Scour Pipe -Not less than 200mm dia c) For above 1500 KL to 2500 KL ELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 500mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 500m dia Scour Pipe - Not less than 200mm dia

iii) All Manhole Frames & Covers shall be made of DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 8 Nos minimum. v) RCC Finial ventilator with fly/bird protection with copper or stainless steel fly proof mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width hand railing of 1.2 m height by using Stainless Steel pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c. – 1 No viii) The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with DI manhole Frame & Cover with lock and Key arrangement as per IS specifications. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop. x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c.xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 No

In addition to the above, the design should be comply with ;All the RCC members shall be designed in accordance with IS-456:2000 & IS 3370 and other relevant codes in VRCC M30 grade, The minimum thickness for top roof slab shall be 100 mm. The minimum thickness of bottom slab / bottom dome shall be 200 mm (With reinforcement on both faces) and un – cracked section shall be adopted for all the members of container. PCC base course shall be in (1:3:6), 150 mm thick with 150 mm projection on either side of the footing. Minimum depth of foundation shall be 2.50 Mts as measured at top of the base course. The SBC shall be adopted as per the report of soil Investigation agency or the SBC report being done by contractors separately which ever is less and shall be restricted to a certain value as per the site conditions to be decided by SE / EE. Sand cushion of 0.60 Mts shall be provided below PCC levelling course in case of clayey soils. For SBC below 10T/sqm , solid raft shall be provided and for SBC 10T/sqm & above Annular Raft Footings should be provided. Braces and ring beams shall be of uniform cross section.Wind forces shall be considered on all columns. Age factor and redistribution of moments are not allowed. Roof shall also be designed as un – cracked section. Applying Three coats of Anti corrossivel epoxy based paint food grade to the inner faces of side walls, roof dome and alround inner columns and 3 top coats out on thoroughly prepared concrete sub surface Each coat not exceeding 60 microns in dry film thickness total thickness 240 microns and 2 coats of weather proof emulsion painting for external surfaces including cost of all labour charges.Testing of the reservoir for water tightness including cost and conveyance of water as per CI 10 of IS 3370 (Part – I) of 1965 and shall satisfy the water tightness requirement as per CI 10, 12 of 3370 / 1965 and its subsequent amendments emptying the service reservoir after testing, cleaning finishing etc., complete levelling the site including disposal of surplus earth etc.

Construction of 1100 KL RCC ELSR at Zone-16A Part Pakabanda Bazar-3 (Sai Nagar) with a staging of 20.00m.

Construction of 1 No's of 1100 KL ELSR of suitable design in a single compartment with a staging of 20.00m and with dead storage of 0.15 m and 0.45 m free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL, LWL, GL shall be adopted as per hydraulic designs.1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. 2) All concrete components shall be designed with M30 Design Mix proportion. 3) The foundations shall be designed for Annular Raft Footings inaccordance with IS 11089.The SBC for foundation of Elevated Level Services Reservoirs / OHSRs considered as 15 T/Sqm. 4) The structure shall be painted with three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof dome and 2 coats of weather proof emulsion painting for external surfaces over one coat of primer of approved make, lettering, all required fixtures, Pipes, Pipe specials, DI valves, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental directions and drawings. 5)The structure shall be designed for a wind pressure of not less than "150 kg/sq m", and Seismic forces for Zone-IIII seismic zone. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities from 500 KL & upto 1000KL. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.The structure shall comprise the following fixtures.

The tentative details of pipe connections are as follows.i) Pipe connections & Specials with D.I materials : a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. b) The Valves for above pipe connections also shall be of DI material of class PN 16 c) All specials such as Bends,Tees, Reducers, Duck foot Bends, Bell mouths etc,. shall be of DI material. ii) The sizes of the verticals for ELSR /OHSR shall be: a) For 500 KL to 750 KL ELSRs Inlet Pipe -Not less than 300mm dia. Out let Pipe -Not less than 350mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 350m dia Scour Pipe -Not less than 200mm dia b) For 800 KL to 1500 KLELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 450mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 450m dia Scour Pipe -Not less than 200mm dia c) For above 1500 KL to 2500 KL ELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 500mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 500m dia Scour Pipe - Not less than 200mm dia

iii) All Manhole Frames & Covers shall be made of DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 8 Nos minimum. v) RCC Finial ventilator with fly/bird protection with copper or stainless steel fly proof mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width hand railing of 1.2 m height by using Stainless Steel pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c. – 1 No viii) The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with DI manhole Frame & Cover with lock and Key arrangement as per IS specifications. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop. x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c.xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 No

In addition to the above, the design should be comply with ;All the RCC members shall be designed in accordance with IS-456:2000 & IS 3370 and other relevant codes in VRCC M30 grade, The minimum thickness for top roof slab shall be 100 mm. The minimum thickness of bottom slab / bottom dome shall be 200 mm (With reinforcement on both faces) and un – cracked section shall be adopted for all the members of container. PCC base course shall be in (1:3:6), 150 mm thick with 150 mm projection on either side of the footing. Minimum depth of foundation shall be 2.50 Mts as measured at top of the base course. The SBC shall be adopted as per the report of soil Investigation agency or the SBC report being done by contractors separately which ever is less and shall be restricted to a certain value as per the site conditions to be decided by SE / EE. Sand cushion of 0.60 Mts shall be provided below PCC levelling course in case of clayey soils. For SBC below 10T/sqm , solid raft shall be provided and for SBC 10T/sqm & above Annular Raft Footings should be provided. Braces and ring beams shall be of uniform cross section.Wind forces shall be considered on all columns. Age factor and redistribution of moments are not allowed. Roof shall also be designed as un – cracked section. Applying Three coats of Anti corrossivel epoxy based paint food grade to the inner faces of side walls, roof dome and alround inner columns and 3 top coats out on thoroughly prepared concrete sub surface Each coat not exceeding 60 microns in dry film thickness total thickness 240 microns and 2 coats of weather proof emulsion painting for external surfaces including cost of all labour charges.Testing of the reservoir for water tightness including cost and conveyance of water as per CI 10 of IS 3370 (Part – I) of 1965 and shall satisfy the water tightness requirement as per CI 10, 12 of 3370 / 1965 and its subsequent amendments emptying the service reservoir after testing, cleaning finishing etc., complete levelling the site including disposal of surplus earth etc.

Construction of 500 KL RCC ELSR at Zone-17 Part Parikamukkala Colony (SBIT College) with a staging of 20.00m.

Construction of 1 No's of 500 KL ELSR of suitable design in a single compartment with a staging of 20.00m and with dead storage of 0.15 m and 0.45 m free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL, LWL, GL shall be adopted as per hydraulic designs.1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. 2) All concrete components shall be designed with M30 Design Mix proportion. 3) The foundations shall be designed for Annular Raft Footings inaccordance with IS 11089.The SBC for foundation of Elevated Level Services Reservoirs / OHSRs considered as 15 T/Sqm. 4) The structure shall be painted with three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof dome and 2 coats of weather proof emulsion painting for external surfaces over one coat of primer of approved make, lettering, all required fixtures, Pipes, Pipe specials, DI valves, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental directions and drawings. 5)The structure shall be designed for a wind pressure of not less than "150 kg/sq m", and Seismic forces for Zone-IIII seismic zone. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities from 500 KL & upto 1000KL. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.

The structure shall comprise the following fixtures.The tentative details of pipe connections are as follows.i) Pipe connections & Specials with D.I materials : a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. b) The Valves for above pipe connections also shall be of DI material of class PN 16 c) All specials such as Bends,Tees, Reducers, Duck foot Bends, Bell mouths etc,. shall be of DI material. ii) The sizes of the verticals for ELSR /OHSR shall be: a) For 500 KL to 750 KL ELSRs Inlet Pipe -Not less than 300mm dia. Out let Pipe -Not less than 350mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 350m dia Scour Pipe -Not less than 200mm dia b) For 800 KL to 1500 KLELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 450mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 450m dia Scour Pipe -Not less than 200mm dia c) For above 1500 KL to 2500 KL ELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 500mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 500m dia Scour Pipe - Not less than 200mm dia

iii) All Manhole Frames & Covers shall be made of DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 8 Nos minimum. v) RCC Finial ventilator with fly/bird protection with copper or stainless steel fly proof mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width hand railing of 1.2 m height by using Stainless Steel pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c. – 1 No viii) The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with DI manhole Frame & Cover with lock and Key arrangement as per IS specifications. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop. x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c.xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 No

In addition to the above, the design should be comply with ;All the RCC members shall be designed in accordance with IS-456:2000 & IS 3370 and other relevant codes in VRCC M30 grade, The minimum thickness for top roof slab shall be 100 mm. The minimum thickness of bottom slab / bottom dome shall be 200 mm (With reinforcement on both faces) and un – cracked section shall be adopted for all the members of container. PCC base course shall be in (1:3:6), 150 mm thick with 150 mm projection on either side of the footing. Minimum depth of foundation shall be 2.50 Mts as measured at top of the base course. The SBC shall be adopted as per the report of soil Investigation agency or the SBC report being done by contractors separately which ever is less and shall be restricted to a certain value as per the site conditions to be decided by SE / EE. Sand cushion of 0.60 Mts shall be provided below PCC levelling course in case of clayey soils. For SBC below 10T/sqm , solid raft shall be provided and for SBC 10T/sqm & above Annular Raft Footings should be provided. Braces and ring beams shall be of uniform cross section.Wind forces shall be considered on all columns. Age factor and redistribution of moments are not allowed. Roof shall also be designed as un – cracked section. Applying Three coats of Anti corrossivel epoxy based paint food grade to the inner faces of side walls, roof dome and alround inner columns and 3 top coats out on thoroughly prepared concrete sub surface Each coat not exceeding 60 microns in dry film thickness total thickness 240 microns and 2 coats of weather proof emulsion painting for external surfaces including cost of all labour charges.Testing of the reservoir for water tightness including cost and conveyance of water as per CI 10 of IS 3370 (Part – I) of 1965 and shall satisfy the water tightness requirement as per CI 10, 12 of 3370 / 1965 and its subsequent amendments emptying the service reservoir after testing, cleaning finishing etc., complete levelling the site including disposal of surplus earth etc.

Construction of 1000 KL RCC ELSR at Zone-20 Part-1 SFS School with a staging of 15.00m.

Construction of 1 No's of 1000 KL ELSR of suitable design in a single compartment with a staging of 15.00m and with dead storage of 0.15 m and 0.45 m free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL, LWL, GL shall be adopted as per hydraulic designs.1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. 2) All concrete components shall be designed with M30 Design Mix proportion. 3) The foundations shall be designed for Annular Raft Footings inaccordance with IS 11089.The SBC for foundation of Elevated Level Services Reservoirs / OHSRs considered as 15 T/Sqm. 4) The structure shall be painted with three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof dome and 2 coats of weather proof emulsion painting for external surfaces over one coat of primer of approved make, lettering, all required fixtures, Pipes, Pipe specials, DI valves, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental directions and drawings. 5)The structure shall be designed for a wind pressure of not less than "150 kg/sq m", and Seismic forces for Zone-IIII seismic zone. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities from 500 KL & upto 1000KL. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.The structure shall comprise the following fixtures.

The tentative details of pipe connections are as follows.i) Pipe connections & Specials with D.I materials : a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. b) The Valves for above pipe connections also shall be of DI material of class PN 16 c) All specials such as Bends,Tees, Reducers, Duck foot Bends, Bell mouths etc,. shall be of DI material. ii) The sizes of the verticals for ELSR /OHSR shall be: a) For 500 KL to 750 KL ELSRs Inlet Pipe -Not less than 300mm dia. Out let Pipe -Not less than 350mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 350m dia Scour Pipe -Not less than 200mm dia b) For 800 KL to 1500 KLELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 450mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 450m dia Scour Pipe -Not less than 200mm dia c) For above 1500 KL to 2500 KL ELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 500mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 500m dia Scour Pipe - Not less than 200mm dia

iii) All Manhole Frames & Covers shall be made of DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 8 Nos minimum. v) RCC Finial ventilator with fly/bird protection with copper or stainless steel fly proof mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width hand railing of 1.2 m height by using Stainless Steel pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c. – 1 No viii) The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with DI manhole Frame & Cover with lock and Key arrangement as per IS specifications. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop. x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c.xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 No

In addition to the above, the design should be comply with ;All the RCC members shall be designed in accordance with IS-456:2000 & IS 3370 and other relevant codes in VRCC M30 grade, The minimum thickness for top roof slab shall be 100 mm. The minimum thickness of bottom slab / bottom dome shall be 200 mm (With reinforcement on both faces) and un – cracked section shall be adopted for all the members of container. PCC base course shall be in (1:3:6), 150 mm thick with 150 mm projection on either side of the footing. Minimum depth of foundation shall be 2.50 Mts as measured at top of the base course. The SBC shall be adopted as per the report of soil Investigation agency or the SBC report being done by contractors separately which ever is less and shall be restricted to a certain value as per the site conditions to be decided by SE / EE. Sand cushion of 0.60 Mts shall be provided below PCC levelling course in case of clayey soils. For SBC below 10T/sqm , solid raft shall be provided and for SBC 10T/sqm & above Annular Raft Footings should be provided. Braces and ring beams shall be of uniform cross section.Wind forces shall be considered on all columns. Age factor and redistribution of moments are not allowed. Roof shall also be designed as un – cracked section. Applying Three coats of Anti corrossivel epoxy based paint food grade to the inner faces of side walls, roof dome and alround inner columns and 3 top coats out on thoroughly prepared concrete sub surface Each coat not exceeding 60 microns in dry film thickness total thickness 240 microns and 2 coats of weather proof emulsion painting for external surfaces including cost of all labour charges.Testing of the reservoir for water tightness including cost and conveyance of water as per CI 10 of IS 3370 (Part – I) of 1965 and shall satisfy the water tightness requirement as per CI 10, 12 of 3370 / 1965 and its subsequent amendments emptying the service reservoir after testing, cleaning finishing etc., complete levelling the site including disposal of surplus earth etc.

Construction of 500 KL RCC ELSR at Zone-20 Part-2 YSR Colony with a staging of 10.00m.

Construction of 1 No of 500 KL ELSR of suitable design in a single compartment with a staging of 10.00m and with dead storage of 0.15 m and 0.45 m free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL, LWL, GL shall be adopted as per hydraulic designs.1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. 3) The foundations shall be designed for Annular Raft Footings inaccordance with IS 11089.The SBC for foundation of Elevated Level Services Reservoirs / OHSRs considered as 15 T/Sqm. 4) The structure shall be painted with three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof dome and 2 coats of weather proof emulsion painting for external surfaces over one coat of primer of approved make, lettering, all required fixtures, Pipes, Pipe specials, DI valves, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental directions and drawings. 5)The structure shall be designed for a wind pressure of not less than "150 kg/sq m", and Seismic forces for Zone-III seismic zone. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities from 500 KL & upto 1000KL. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.The structure shall comprise the following fixtures.

The tentative details of pipe connections are as follows.i) Pipe connections & Specials with D.I materials : a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. b) The Valves for above pipe connections also shall be of DI material of class PN 16 c) All specials such as Bends,Tees, Reducers, Duck foot Bends, Bell mouths etc,. shall be of DI material. ii) The sizes of the verticals for ELSR /OHSR shall be: a) For 500 KL to 750 KL ELSRs Inlet Pipe -Not less than 300mm dia. Out let Pipe -Not less than 350mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 350m dia Scour Pipe -Not less than 200mm dia b) For 800 KL to 1500 KLELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 450mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 450m dia Scour Pipe -Not less than 200mm dia c) For above 1500 KL to 2500 KL ELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 500mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 500m dia Scour Pipe - Not less than 200mm dia

iii) All Manhole Frames & Covers shall be made of DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 8 Nos minimum. v) RCC Finial ventilator with fly/bird protection with copper or stainless steel fly proof mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width hand railing of 1.2 m height by using Stainless Steel pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c. – 1 No viii) The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with DI manhole Frame & Cover with lock and Key arrangement as per IS specifications. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop. x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c.xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 No

In addition to the above, the design should be comply with ;All the RCC members shall be designed in accordance with IS-456:2000 & IS 3370 and other relevant codes in VRCC M30 grade, The minimum thickness for top roof slab shall be 100 mm. The minimum thickness of bottom slab / bottom dome shall be 200 mm (With reinforcement on both faces) and un – cracked section shall be adopted for all the members of container. PCC base course shall be in (1:3:6), 150 mm thick with 150 mm projection on either side of the footing. Minimum depth of foundation shall be 2.50 Mts as measured at top of the base course. The SBC shall be adopted as per the report of soil Investigation agency or the SBC report being done by contractors separately which ever is less and shall be restricted to a certain value as per the site conditions to be decided by SE / EE. Sand cushion of 0.60 Mts shall be provided below PCC levelling course in case of clayey soils. For SBC below 10T/sqm , solid raft shall be provided and for SBC 10T/sqm & above Annular Raft Footings should be provided. Braces and ring beams shall be of uniform cross section.Wind forces shall be considered on all columns. Age factor and redistribution of moments are not allowed. Roof shall also be designed as un – cracked section. Applying Three coats of Anti corrossivel epoxy based paint food grade to the inner faces of side walls, roof dome and alround inner columns and 3 top coats out on thoroughly prepared concrete sub surface Each coat not exceeding 60 microns in dry film thickness total thickness 240 microns and 2 coats of weather proof emulsion painting for external surfaces including cost of all labour charges.Testing of the reservoir for water tightness including cost and conveyance of water as per CI 10 of IS 3370 (Part – I) of 1965 and shall satisfy the water tightness requirement as per CI 10, 12 of 3370 / 1965 and its subsequent amendments emptying the service reservoir after testing, cleaning finishing etc., complete levelling the site including disposal of surplus earth etc.

Construction of 500 KL RCC ELSR at Zone-21 Part-1 2BHK Tekulapalli with a staging of 20.00m.

Construction of 1 No's of 500 KL ELSR of suitable design in a single compartment with a staging of 20.00m and with dead storage of 0.15 m and 0.45 m free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL, LWL, GL shall be adopted as per hydraulic designs.1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. 2) All concrete components shall be designed with M30 Design Mix proportion. 3) The foundations shall be designed for Annular Raft Footings inaccordance with IS 11089.The SBC for foundation of Elevated Level Services Reservoirs / OHSRs considered as 15 T/Sqm. 4) The structure shall be painted with three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof dome and 2 coats of weather proof emulsion painting for external surfaces over one coat of primer of approved make, lettering, all required fixtures, Pipes, Pipe specials, DI valves, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental directions and drawings. 5)The structure shall be designed for a wind pressure of not less than "150 kg/sq m", and Seismic forces for Zone-IIII seismic zone. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities from 500 KL & upto 1000KL. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.

The structure shall comprise the following fixtures.The tentative details of pipe connections are as follows.i) Pipe connections & Specials with D.I materials : a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. b) The Valves for above pipe connections also shall be of DI material of class PN 16 c) All specials such as Bends,Tees, Reducers, Duck foot Bends, Bell mouths etc,. shall be of DI material. ii) The sizes of the verticals for ELSR /OHSR shall be: a) For 500 KL to 750 KL ELSRs Inlet Pipe -Not less than 300mm dia. Out let Pipe -Not less than 350mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 350m dia Scour Pipe -Not less than 200mm dia b) For 800 KL to 1500 KLELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 450mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 450m dia Scour Pipe -Not less than 200mm dia c) For above 1500 KL to 2500 KL ELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 500mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 500m dia Scour Pipe - Not less than 200mm dia

iii) All Manhole Frames & Covers shall be made of DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 8 Nos minimum. v) RCC Finial ventilator with fly/bird protection with copper or stainless steel fly proof mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width hand railing of 1.2 m height by using Stainless Steel pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c. – 1 No viii) The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with DI manhole Frame & Cover with lock and Key arrangement as per IS specifications. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop. x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c.xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 No

In addition to the above, the design should be comply with ;All the RCC members shall be designed in accordance with IS-456:2000 & IS 3370 and other relevant codes in VRCC M30 grade, The minimum thickness for top roof slab shall be 100 mm. The minimum thickness of bottom slab / bottom dome shall be 200 mm (With reinforcement on both faces) and un – cracked section shall be adopted for all the members of container. PCC base course shall be in (1:3:6), 150 mm thick with 150 mm projection on either side of the footing. Minimum depth of foundation shall be 2.50 Mts as measured at top of the base course. The SBC shall be adopted as per the report of soil Investigation agency or the SBC report being done by contractors separately which ever is less and shall be restricted to a certain value as per the site conditions to be decided by SE / EE. Sand cushion of 0.60 Mts shall be provided below PCC levelling course in case of clayey soils. For SBC below 10T/sqm , solid raft shall be provided and for SBC 10T/sqm & above Annular Raft Footings should be provided. Braces and ring beams shall be of uniform cross section.Wind forces shall be considered on all columns. Age factor and redistribution of moments are not allowed. Roof shall also be designed as un – cracked section. Applying Three coats of Anti corrossivel epoxy based paint food grade to the inner faces of side walls, roof dome and alround inner columns and 3 top coats out on thoroughly prepared concrete sub surface Each coat not exceeding 60 microns in dry film thickness total thickness 240 microns and 2 coats of weather proof emulsion painting for external surfaces including cost of all labour charges.Testing of the reservoir for water tightness including cost and conveyance of water as per CI 10 of IS 3370 (Part – I) of 1965 and shall satisfy the water tightness requirement as per CI 10, 12 of 3370 / 1965 and its subsequent amendments emptying the service reservoir after testing, cleaning finishing etc., complete levelling the site including disposal of surplus earth etc.

Construction of 500 KL RCC ELSR at Zone-21 Part-2 Khanapuram Haveli-2 with a staging of 20.00m.

Construction of 1 No's of 500 KL ELSR of suitable design in a single compartment with a staging of 20.00m and with dead storage of 0.15 m and 0.45 m free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL, LWL, GL shall be adopted as per hydraulic designs.1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. 2) All concrete components shall be designed with M30 Design Mix proportion. 3) The foundations shall be designed for Annular Raft Footings inaccordance with IS 11089.The SBC for foundation of Elevated Level Services Reservoirs / OHSRs considered as 15 T/Sqm. 4) The structure shall be painted with three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof dome and 2 coats of weather proof emulsion painting for external surfaces over one coat of primer of approved make, lettering, all required fixtures, Pipes, Pipe specials, DI valves, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental directions and drawings. 5)The structure shall be designed for a wind pressure of not less than "150 kg/sq m", and Seismic forces for Zone-IIII seismic zone. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities from 500 KL & upto 1000KL. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.

The structure shall comprise the following fixtures.The tentative details of pipe connections are as follows.i) Pipe connections & Specials with D.I materials : a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. b) The Valves for above pipe connections also shall be of DI material of class PN 16 c) All specials such as Bends,Tees, Reducers, Duck foot Bends, Bell mouths etc,. shall be of DI material. ii) The sizes of the verticals for ELSR /OHSR shall be: a) For 500 KL to 750 KL ELSRs Inlet Pipe -Not less than 300mm dia. Out let Pipe -Not less than 350mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 350m dia Scour Pipe -Not less than 200mm dia b) For 800 KL to 1500 KLELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 450mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 450m dia Scour Pipe -Not less than 200mm dia c) For above 1500 KL to 2500 KL ELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 500mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 500m dia Scour Pipe - Not less than 200mm dia

iii) All Manhole Frames & Covers shall be made of DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 8 Nos minimum. v) RCC Finial ventilator with fly/bird protection with copper or stainless steel fly proof mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width hand railing of 1.2 m height by using Stainless Steel pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c. – 1 No viii) The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with DI manhole Frame & Cover with lock and Key arrangement as per IS specifications. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop. x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c.xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 No

In addition to the above, the design should be comply with ;All the RCC members shall be designed in accordance with IS-456:2000 & IS 3370 and other relevant codes in VRCC M30 grade, The minimum thickness for top roof slab shall be 100 mm. The minimum thickness of bottom slab / bottom dome shall be 200 mm (With reinforcement on both faces) and un – cracked section shall be adopted for all the members of container. PCC base course shall be in (1:3:6), 150 mm thick with 150 mm projection on either side of the footing. Minimum depth of foundation shall be 2.50 Mts as measured at top of the base course. The SBC shall be adopted as per the report of soil Investigation agency or the SBC report being done by contractors separately which ever is less and shall be restricted to a certain value as per the site conditions to be decided by SE / EE. Sand cushion of 0.60 Mts shall be provided below PCC levelling course in case of clayey soils. For SBC below 10T/sqm , solid raft shall be provided and for SBC 10T/sqm & above Annular Raft Footings should be provided. Braces and ring beams shall be of uniform cross section.Wind forces shall be considered on all columns. Age factor and redistribution of moments are not allowed. Roof shall also be designed as un – cracked section. Applying Three coats of Anti corrossivel epoxy based paint food grade to the inner faces of side walls, roof dome and alround inner columns and 3 top coats out on thoroughly prepared concrete sub surface Each coat not exceeding 60 microns in dry film thickness total thickness 240 microns and 2 coats of weather proof emulsion painting for external surfaces including cost of all labour charges.Testing of the reservoir for water tightness including cost and conveyance of water as per CI 10 of IS 3370 (Part – I) of 1965 and shall satisfy the water tightness requirement as per CI 10, 12 of 3370 / 1965 and its subsequent amendments emptying the service reservoir after testing, cleaning finishing etc., complete levelling the site including disposal of surplus earth etc.

Construction of 500 KL RCC ELSR at Zone-22 Part Puttakota with a staging of 20.00m.

Construction of 1 No's of 500 KL ELSR of suitable design in a single compartment with a staging of 20.00m and with dead storage of 0.15 m and 0.45 m free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL, LWL, GL shall be adopted as per hydraulic designs.1) The above rates are arrived with base rate of Cement Rs.5100/- per MT & Steel for Rs.57,000/- per MT (Fe-500/500D/550D from Category-A Steel Producers i.e., SAIL, VSP STEEL, TATA, Jindal Panther) for the month of May-2025. 2) All concrete components shall be designed with M30 Design Mix proportion. 3) The foundations shall be designed for Annular Raft Footings inaccordance with IS 11089.The SBC for foundation of Elevated Level Services Reservoirs / OHSRs considered as 15 T/Sqm. 4) The structure shall be painted with three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof dome and 2 coats of weather proof emulsion painting for external surfaces over one coat of primer of approved make, lettering, all required fixtures, Pipes, Pipe specials, DI valves, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental directions and drawings. 5)The structure shall be designed for a wind pressure of not less than "150 kg/sq m", and Seismic forces for Zone-IIII seismic zone. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities from 500 KL & upto 1000KL. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.

The structure shall comprise the following fixtures.The tentative details of pipe connections are as follows.i) Pipe connections & Specials with D.I materials : a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. b) The Valves for above pipe connections also shall be of DI material of class PN 16 c) All specials such as Bends,Tees, Reducers, Duck foot Bends, Bell mouths etc,. shall be of DI material. ii) The sizes of the verticals for ELSR /OHSR shall be: a) For 500 KL to 750 KL ELSRs Inlet Pipe -Not less than 300mm dia. Out let Pipe -Not less than 350mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 350m dia Scour Pipe -Not less than 200mm dia b) For 800 KL to 1500 KLELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 450mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 450m dia Scour Pipe -Not less than 200mm dia c) For above 1500 KL to 2500 KL ELSRs Inlet Pipe -Not less than 400mm dia. Out let Pipe -Not less than 500mm dia and DI Valves 02 Nos Over Flow pipe -Not less than 500m dia Scour Pipe - Not less than 200mm dia

iii) All Manhole Frames & Covers shall be made of DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 8 Nos minimum. v) RCC Finial ventilator with fly/bird protection with copper or stainless steel fly proof mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width hand railing of 1.2 m height by using Stainless Steel pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c. – 1 No viii) The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with DI manhole Frame & Cover with lock and Key arrangement as per IS specifications. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop. x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm dia at an interval not more than 1.00m c/c.xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No) xii) Lightening Arrestor with all its accessories, including conductor and earthing etc., complete with relevant IS Codes - 1 No

In addition to the above, the design should be comply with ;All the RCC members shall be designed in accordance with IS-456:2000 & IS 3370 and other relevant codes in VRCC M30 grade, The minimum thickness for top roof slab shall be 100 mm. The minimum thickness of bottom slab / bottom dome shall be 200 mm (With reinforcement on both faces) and un – cracked section shall be adopted for all the members of container. PCC base course shall be in (1:3:6), 150 mm thick with 150 mm projection on either side of the footing. Minimum depth of foundation shall be 2.50 Mts as measured at top of the base course. The SBC shall be adopted as per the report of soil Investigation agency or the SBC report being done by contractors separately which ever is less and shall be restricted to a certain value as per the site conditions to be decided by SE / EE. Sand cushion of 0.60 Mts shall be provided below PCC levelling course in case of clayey soils. For SBC below 10T/sqm , solid raft shall be provided and for SBC 10T/sqm & above Annular Raft Footings should be provided. Braces and ring beams shall be of uniform cross section.Wind forces shall be considered on all columns. Age factor and redistribution of moments are not allowed. Roof shall also be designed as un – cracked section. Applying Three coats of Anti corrossivel epoxy based paint food grade to the inner faces of side walls, roof dome and alround inner columns and 3 top coats out on thoroughly prepared concrete sub surface Each coat not exceeding 60 microns in dry film thickness total thickness 240 microns and 2 coats of weather proof emulsion painting for external surfaces including cost of all labour charges.Testing of the reservoir for water tightness including cost and conveyance of water as per CI 10 of IS 3370 (Part – I) of 1965 and shall satisfy the water tightness requirement as per CI 10, 12 of 3370 / 1965 and its subsequent amendments emptying the service reservoir after testing, cleaning finishing etc., complete levelling the site including disposal of surplus earth etc.

Construction of Compound wall

RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Structures by mechanical means.

BLD-CSTN-3-2 (19) Providing PCC Grade M10 concrete using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, labour charges, for mixing, laying, concrete, ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work complete as per drawings and technical specifications as directed by the Engineer in Charge.

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-25 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS Note : 1) The cement content is adopted as 380Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the difference in cost shall be deducted. For Footings Footings for compound wall columns

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-25 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS Note : 1) The cement content is adopted as 380Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the difference in cost shall be deducted. For Plinth beamsPlinth beams (230*300 mm)

BLD-CSTN-3-14-(31)-B: Supply and placing of the M-25 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS Note : 1) The cement content is adopted as 380Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the difference in cost shall be deducted. For Columns up to 3.66 Mts unsupported height above GLFor columns (below & above GL)

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) bars (Fe-500/500D/550D 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 etc., complete for finished item of work.( APSS No.126)

BLD-CSTN-6-12-(67) : Construction of RR Masonary in Cement Mortor ( 1:6 ) Prop using hard granite stone including cost & Conveyance of all materials like Cement, Sand , Water, Granite Stones, including labour charges for cutting Stones to required size and shape, mixing of Cement Mortor ,Construction, Scaffolding Charges curing etc., complete for finished item of Work .

BLD-CSTN-5-4-(42): Brick Masonary 2nd Class Ground moulded or traditional size 23x11x7 cm in Cement Mortor 1:6 Prop including Cost & conveyance of all Materials like Cement, Sand, Bricks, Water, etc., to site including all labour charges like mixing Cement Mortor, scaffolding charges, lift charges, curing charges etc., complete for finished item of work.

BLD-CSTN-3-11-(28) Using Concrete mixture up to Plinth Level: Plain Cement concrete Nominal mix M-20 (Cement : fine aggregate: coarse aggregate) using 20mm size Hard Granite Machine Crushed Graded Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site, labour charges for mixing, laying, concrete, ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work

BLD-CSTN-8-7-(82) : Plastering with 20mm thick in single coat in CM (1:4) finished smooth including cost and conveyance of all materials to site, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903).

BLD-CSTN-11-5-(162): White washing two coats with whiting of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work.

BLD-CSTN-12-3-(170) ; Painting Walls with approved Water Proof Cement Paint over Priming Coat, One Coat (All Colours) making 2 coats in all to give an even shade after thourughly 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.

Supply, delivery, fabrication and fixing of MS angular sections of 1.20 m length of size 50mm x 50mm x 6mm confirming to IS 226 and IS 808 as directed by the departmental officers including placing in position in the concrete for the purpose of fixing barbed wire fencing including cost and conveyance of all materials, labour charges etc., complete at the top of the compound wall after raising the wall for complete work as directed by the Engineer in Charge.on RCC Pillars, 0.4m embedded in CC and 0.8m above wall

BLD-CSTN-15-7(307): Supplying and fixing Galvanized Steel Barbed wire conforming to IS278 - 1978 : Type A - IOWA Type Designation as per standard specification weighing 9.38 Kg per 100 metres (min.), Straining and fixing to any type of standard, rails, straining bolts, including securing with and provision of galvanised mild steel wire, stapples or steel pins, etc., as directed (Posts and struts of wood, concrete, steel, etc.) and straining bolts shall be paid for separately).

Supplying and fixing of MS Gate using 45 x 45 x 6mm MS equal angle alround and 2 Nos 35x35x5mm Equal angles horizontal supports at 0.50m c/c, 2.00mm MS sheet at bottom 0.30m height and 12mm MS square bars Vertically at 125mm centre to centre including fixing with 4 Nos of MS Z holdfasts (2 on each side) duly making cutting brick masonry, fixing and making to original surface neatly including cost and conveyance of all materials,Locking arrangment, Ornamental pieces etc ,cutting, bending, welding including all operational charges and all labour charges etc., complete for finished item of work.

BLD-CSTN-12-12-(193) : Painting with one coat of red oxide primer and two coats of ready mixed Synthetic Enamel / Epoxy enamel (IS - 14209) paints in all shades Grade - II having VOC (Volatile Organic Compound) content less than 30 grams/ Lit over red oxide for New Iron Work including cost and conveyance of all materials to site, incidental, operational and all labour charges etc., complete for finished item of work. (APSS No. 1201, 1207 & 1212).

Construction of Staff Quarters

RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Lines by mechanical means.

BLD-CSTN-3-2 (19) Providing PCC Grade M10 concrete using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, labour charges, for mixing, laying, concrete, ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work complete as per drawings and technical specifications as directed by the Engineer in Charge.

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-25 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS Note : 1) The cement content is adopted as 380 Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the difference in cost shall be deducted. Footings

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-25 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS Note : 1) The cement content is adopted as 380 Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the difference in cost shall be deducted. Pedastal

BLD-CSTN-3-14-(31)-A: Supply and placing of the M-25 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for FOUNDATIONS, PLINTH, PEDESTALS Note : 1) The cement content is adopted as 380 Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the difference in cost shall be deducted. Plinth beams-PB1

BLD-CSTN-3-14-(31)-B: Supply and placing of the M-25 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS Note : 1) The cement content is adopted as 380Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the difference in cost shall be deducted. Columns (Above plinth - 3-0.425, above pedestal - (1.3-0.9), 0.45below plinth above GL-0.3 plinth)

BLD-CSTN-3-14-(31)-B: Supply and placing of the M-25 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS Note : 1) The cement content is adopted as 380Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the difference in cost shall be deducted. Lintels Over doors

BLD-CSTN-3-14-(31)-B: Supply and placing of the M-25 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for RCC SLABS, BEAMS Note : 1) The cement content is adopted as 380Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the difference in cost shall be deducted. Roof beams FB1,FB5

BLD-CSTN-3-14-(31)-B: Supply and placing of the M-25 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for RCC SLABS, BEAMS Note : 1) The cement content is adopted as 380Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the difference in cost shall be deducted. Head room Beam in 1st floor

BLD-CSTN-3-14-(31)-B: Supply and placing of the M-25 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for RCC SLABS, BEAMS Note : 1) The cement content is adopted as 380Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the difference in cost shall be deducted. Roof slab 125mm thick

BLD-CSTN-3-14-(31)-B: Supply and placing of the M-25 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for RCC SLABS, BEAMS Note : 1) The cement content is adopted as 380Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the difference in cost shall be deducted. Head Room Slab 150mm thick in 1st floor

BLD-CSTN-3-14-(31)-B: Supply and placing of the M-25 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for RCC SLABS, BEAMS Note : 1) The cement content is adopted as 380Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the difference in cost shall be deducted. Staircase slab 150mm thick Flight -I & II

BLD-CSTN-3-14-(31)-B: Supply and placing of the M-25 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for RCC SLABS, BEAMS Note : 1) The cement content is adopted as 380Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the difference in cost shall be deducted. Steps for staircase

BLD-CSTN-3-14-(31)-B: Supply and placing of the M-25 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete 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 for RCC SLABS, BEAMS Note : 1) The cement content is adopted as 380Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the difference in cost shall be deducted. Sun shades

BLD-CSTN-6-12-(67) : Construction of RR Masonary in Cement Mortor ( 1:6 ) Prop using hard granite stone including cost & Conveyance of all materials like Cement, Sand , Water, Granite Stones, including labour charges for cutting Stones to required size and shape, mixing of Cement Mortor ,Construction, Scaffolding Charges curing etc., complete for finished item of Work .

BLD-CSTN- 2-8 modfied in 2021-22 : Filling with gravel 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., complete for finished item of work. (APSS NO. 309 & 310)

BLD-CSTN-5-4-(42): Brick Masonary 2nd Class Ground moulded or traditional size 23x11x7 cm in Cement Mortor 1:6 Prop including Cost & conveyance of all Materials like Cement, Sand, Bricks, Water, etc., to site including all labour charges like mixing Cement Mortor, scaffolding charges, lift charges, curing charges etc., complete for finished item of work.

BLD-CSTN-5-11 (49): 11.5 cm wide Brick masonry for super-structure on ground floor in cm (1:3) using second class traditional size bricks including cost of all materials, labour and all operations for constructing half brick masonry, mixing cement mortar, curing etc., complete for finished item of work as directed by the Engineer in Charge

BLD-CSTN-8-9-(84) : Plastering 20mm thick two coats with base coat of 16mm thick in C.M. (1:6) and top coat of 4mm thick in C.M. (1:4) with dubara sponge finishing including cost & conveyance of all materials like cement, Sand , Water, etc., to site, all operational, including charges, labour charges for mixing mortar, finishing, scaffolding, lift charges, curing , including cutting grooves where ever necessary etc., complete for finished item of work of uneven surfaces of walls.

BLD-CSTN-8-2-(77) : Plastering with 12mm thick in single coat in CM (1:4) finished smooth including cost and conveyance of all materials to site, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903).

Doors Frames (Colour Coated Steel Sections) & Shutter using Cement Bonded Particle Board as per IS 14276 (Cement Bonded Particle Board conforming to IS 14276 or equivalent ) : Providing and fixing of door frame made from cold roll formed sections made of galvanized (Base steel as per IS277 with zinc of 120 Gms/sqm) colour coated steel sections with total coated thickness of 1mm, primer coated with epoxy primer coat of 5-7 microns thick, finish paint with polyester paint of 12-16 microns. The Section for door frame is to be filled with polyurethane (P.U) form of 40kg/m3. Overall size of frame section should be of 50mm x 50mm. With necessary corner brackets, stiffeners, hinges, and screws. Cement Bonded particle board shutter (Cement Bonded Particle Board conforming to IS 14276 or equivalent ) “Single Leaf” with all round styles “U” section of size 12m x 18m x 12mm made from 0.6 mm thick galvanized, colour coated cold rolled steel profiles with 16mm thick Cement Bonded particle Board (Cement Bonded Particle Board conforming to IS 14276 or equivalent ) with necessary screws fixed at every 1’-0” (304.8mm) intervals. The cost inclusive of MS nickel coated Aldrops of size 250mm long 2nos. 200mm long tower bolt 1no., 125mm handles 2nos., cost and conveyance of all materials at site and applying one coat primer , one coat of luppam and two coats of synthetic enamel paint as per approved design for finished item of work TBSC-L.III-070.90*2.10mts size doors1.2*2.10 mt size doors

Providing and fixing 30mm thick Solid panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles, & 15mm x 15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame shall be covered with 5mm thick heat moulded PVC ‘C’ channel of size 30 x 50mm forming stiles, and 5mm thick, 75mm wide PVC sheets for top rail, lock rail & bottom rail on either side, and 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail. Paneling of 5mm thick PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with 30mm wide x 5mm thick PVC sheet beading on either side, and joined together with solvent cement adhesive etc. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive. Complete as per direction of Engineer-incharge, manufacturer’s specification & drawing for finished item of work . TBSC-L.III-15Toilet door 0.75*2.10mts size

Supplying and fixing of Unplasticized Poly Vinyl Chloride (UPVC) 3 track sliding windows with mesh shutter – (2-glass shutters and 1-mesh shutter) duly manufactured using UPVC reinforced profiles (Composition of profile shall consists a minimum of 5.5 PHR of TiO2 and not more than 12 PHR of CaCo3 for every 100 parts of PVC resin)of (94 mm x 45 mm)/(80 mm x 52 mm) x 2.20 mm for outer frames, (58 mm x 39 mm)/(54 mm x 38 mm) x 2.20 mm for sliding shutter frames capable of mounting single glazing system structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.0/1.2 mm prefabricated & welded through fusion welding. The window sash shall be fitted with 5 mm thick clear float glass of reputed make and mesh shutter frame shall be (42 mm x 25 mm)/(52 mm x 21.5 mm) x 2.0 mm fitted with Vinyl Coated Fibre mesh- on rollers/ pulley duly fixed with Grey colour TPV Gasket for sash & Glazing bead shall be co-extruded with Grey colour soft PVC. System shall have single point locking with Touch Lock and the system is to be installed at the site using anchor fasteners, silicon rubber sealant, easy glazing/ deglazing at site etc., including cost and conveyance of all materials, accessories, labour charges for transportation, erection at site complete for finished item of work. TBSC-M.II-11Windows 1.2*1.20mts size

Providing and fixing of louvered Ventilators made of pre-painted steel as per IS 513 of 0.80 mm thick galvanized as per IS 277 with a polyester paint with and fitted with 4 mm thick plain float glass including fixing the frames in concrete/masonry wall by means of self expanding screws, etc., complete for finished item of work for (i) Single fixed Louvers Ventilator size of 2’ 0” x 2’ 0” (609.6 x 609.6mm) outer frame box section size of 80 x 45mm and (ii) Double fixed Louvers ventilator Size of 4’ 0” x 2’ 0” (1219.2mm x 609.6mm) outer frame box section size of 80 x 45mm, vertical mullion section size of 80 x 60 mm and (iii) Double fixed Louvers Ventilator size of 4’0” x 3’0” (1219.2mm x 914.4mm) outer frame box section size of 80 x 45mm , Vertical mullion section size of 80 x 60 mm TBSC-M.III-04Ventilators 1.2*.60mts size

BLD-CSTN-9-1-(99) : Flooring with Polished Shabad stones 1st class 15 to 18 mm thick (Tandur Stone slabs) set over base coat of CM (1:8) over already laid CC bed / RCC Roof Slab, including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm. & Jointed with neat cement to full depth including cost and conveyance of all materials like cement, sand, and water and flooring stones etc., complete, including labour charges for dressing of flooring stones etc., complete for finished item of work as directed by the Engineer in Charge.

BLD-CSTN-9-23-(121): Providing skirting to internal walls to 15 cm height/risers of steps with 15 to 18 mm thick polished Shahabad stone length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like Shahabad stone, cement, sand and water etc., complete for finished item of work.

BLD-CSTN-9-6-(104) : Flooring with Non-skid red or white full body Ceramic floor tiles of size 300 x 300 mm and thickness between 7-8 mm 1st quality conforming to IS:15622 - 2017, IS:13630 (Parts 1 to 15) of any colour and finish in all shades and designs, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost and conveyance of all materials like cement, sand water and tiles etc., complete for finished item of work.

BLD-CSTN-9-18-(116) : Providing Dadooing / skirting to internal walls to 15 cm height/risers of steps with Non-skid red or white full body Ceramic floor tiles of size 300 x 300 mm and thickness between 7-8 mm 1st quality conforming to IS:15622 - 2017, IS:13630 (Parts 1 to 15) of any colour and finish in all shades and designs length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete for finished item of work.

BLD-CSTN-12-3-(170) ; Painting Walls with approved Water Proof Cement Paint over Priming Coat, One Coat (All Colours) making 2 coats in all to give an even shade after thourughly 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.

BLD-CSTN-10-25-(148) : Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost of all materials, conveyance charges of all materials and including all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc,, complete for finished item of work

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) bars (Fe-500/500D/550D 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 etc., complete for finished item of work.( APSS No.126)

Electrical Items

Supply and Fixing of 25mm outer dia 2mm thick heavy grade with IS:9537 part 3 rigid PVC pipe (ISI MARK) concealed in Roof Slabs with all required accessories including masonary work and labour charges etc., complete. Makes : Sudhakar / Finolex / Modi / VIP / Precision / Universal / Million Plast / Gold / Polycab / DEC / Beljin / Champion / Austro

Supply and Fixing of 25mm dia 1.5mm thick surface outer dia medium grade, with IS:9537 part 3 rigid P.V.C. pipe (ISI MARK) with all accessories fixing on chromium plated metallic base saddles including all labour charges etc., complete for run of mains. Makes : Sudhakar / Finolex / Modi / VIP / Precision / Universal / Million Plast / Gold / Polycab / DEC / Beljin / Champion / Austro

Wiring with 2 runs of 1.5 Sq.mm FRLSH / HFFR PVC insulated 1100V grade as per IS:694/1990, IS 17048 specification for Copper cable (ISI MARK) in existing pipe with 6A switch, Ceiling rose and 3mm thick hylam sheet covering to switch control box including all labour charges etc., complete for light, bell, fan and exhaust fan points in Non-Residential Buildings Makes : Finolex / RR kabel / Havells / Polycab / Beljin (HFFR) /Ollvin(HFFR) / Finecab Gold (HFFR) / GM(HFFR) / Gold Medal(HFFR) / Million (HFFR) / KEI (HFFR) / V-Guard (HFFR)./ DEC (HFFR) / Bonton (HFFR) and Avocab (HFFR) / Fortune Arrt (HFFR) / SPM (HFFR) / Sudhakar (HFFR) / Nakoda (HFFR) / HPL (HFFR) / GLOSTER (HFFR)

Supply and fixing of 6A 3 pin wall plug socket with 6A switch control on a common switch board with earth continuity including wire leads, earth connections along with all labour charges etc., complete. Makes : GM G Home / Gold Medal Olive / Million Zoom / Anchor Penta Cherry / Great white Omega / HPL / Vimal / CPL

Supply and fixing of 16A 3pin plug flush type socket with shutter indicator lamp and 16Amps fuse unit and 16 Amps switch control (5 in one) on decolam sheet covered board including earth connection and all labour charges etc., complete on wall.

Supply and run of 1 of 14 /0.3mm (1.0 Sq.mm) FRLS / HFFR PVC insulated 1100V grade as per IS:694/1990 specification for Copper cable in existing pipe for Earth Continuity including all labour charges etc., complete.. Makes : Finolex / RR kabel / Havells/APAR EBXL / KEI / L&T / V-Guard.

BLD-ELEC-3.1.4 ; Supply and run of 2 of 2.5 Sq.mm FRLS / HFFR PVC insulated 1100V grade as per IS:694/1990, IS 17048 specification for Copper cable in existing pipe for mains including all labour charges etc., complete. Makes : Finolex / RR kabel / Havells / Polycab / Beljin (HFFR) /Ollvin(HFFR) / Finecab Gold (HFFR) / GM(HFFR) / Gold Medal(HFFR) / Million (HFFR) / KEI (HFFR) / V-Guard (HFFR)./ DEC (HFFR) / Bonton (HFFR) and Avocab (HFFR) / Fortune Arrt (HFFR) / SPM (HFFR) / Sudhakar (HFFR) / Nakoda (HFFR) / HPL (HFFR) / GLOSTER (HFFR)

BLD-ELEC-3.1.4 ; Supply and run of 2 of 4 Sq.mm FRLS / HFFR PVC insulated 1100V grade as per IS:694/1990, IS 17048 specification for Copper cable in existing pipe for mains including all labour charges etc., complete. Makes : Finolex / RR kabel / Havells / Polycab / Beljin (HFFR) /Ollvin(HFFR) / Finecab Gold (HFFR) / GM(HFFR) / Gold Medal(HFFR) / Million (HFFR) / KEI (HFFR) / V-Guard (HFFR)./ DEC (HFFR) / Bonton (HFFR) and Avocab (HFFR) / Fortune Arrt (HFFR) / SPM (HFFR) / Sudhakar (HFFR) / Nakoda (HFFR) / HPL (HFFR) / GLOSTER (HFFR)

Providing independent earthing for Important equipment with 40mm dia 'B' class 2.5m long G.I pipe and 19mm dia 'B' class G.I pipe of 0.3mtr. long connected with reducer providing G.I funnel with mesh enclosed in C.C/ brick massonry chamber of 450m x 450m x 400mm with R.C.C. Slab cover duly providing staggered holes filling with 20Kg Salt and 40Kg Charcoal or 40Kg bentonite powder from the bottom of the pipe giving earth connection from electrode through G.I strip of 40 x 6mm x 200mm length with all accessories and labour charges complete, as per IS specifications 732/1982 (Part II) NOTE : Whenever providing full length of electrode is not possible due to the obstruction of water tube / rock, the length of electrode may be reduced and additional earthing may be done to meet earth resistance

ELEC data -4-1-3: Supply and erection of Panel mounting cubical type 125A TPN 415V, 50 Hz. switch disconnector fuse unit cubicle type complete with front drive mechanism with door inter lock, padlocking arrangement etc., complete with HRC fuse links on existing control panel. Fuse unit makes : L&T / SCHNEIDER / C&S / ABB / SIEMENS Fuse Links : Makes : L & T / C & S / Standard / HPL / Havells / Siemens / Indo Asian.

Supply, transportation and fixing of 22W +/10% , >/ 2300 lumens, 1200 mm (+/- 10%) length LED light housing made with alluminium anodised body, wide operating voltage with PF≥0.9, Surge protection: > 2KV, THD<10%, with inbuilt driver and frosted cover CCT: 3000K - 6500K as desired by the department as per IS, minimum CRI≥80 etc., complete with 5 years warranty with BIS Certification with BIS Certification including all required material, labour charges etc. complete LUMINAIRE MAKE : Phillips / OSRAM / Wipro / Crompton / Bajaj / Havells / Jaquar / Panasonic / Halonix / HPL / Eveready / Surya / Keselec / Arraystorm / GM / Goldmedal / Goldwyn / Fortune Arrt / Lighting Technologies LED MAKE : PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG / LG LEDs.

Supply, Transportation, installation energy efficient fan, 1200 mm sweep, aluminium body, consuming 28 W, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) motor, class of insulation: F, 3 no's blades, 30 cm long down rod, 2 no's canopies, shackle'kit, copper winding, Power Factor greater than 0.90, Service Value (CMMAV) greater than 8.6, Air delivery minimum 235 CMM, 350 RPM( tolerance as per IS:374-2019), THD less than 10%. with remote or compatible to electronic step type regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75°C(max), insulation resistance more than 2 mega ohm, suitable for 230V, 50 HZ, single phase AC supply, earthing etc., including all standard accessories etc., complete with 5 years warranty.Makes: Atomberg (Efficio ) / Havells / Bajaj /Orient / Halonix / Crompton /Goldmedal / GM.

TBSP-E.II-03 Supply, Installation and commissioning approved make floor mounted Anglo Indian wash down EWC conforming to IS:2556 (Part 8)-2004 suit with 'P' or 'S' trap with dual flush porcelain cistern fixed on wash down EWC with all internal parts of dual flush cistern, ultra solid seat cover of approved make with rubber buffer and cap & 15 mm angle stop cock & 450 mm long PVC inter connection pipe wall flanges all of approved make etc. complete for finished item of work in all respects: White Colour

Supplying & Fixing Indian make Flat Back Wash Hand Basin 1st quality conforming to IS:2556-Part-4:1972 with waste fittings like rubber plug, chain, 32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 and fitted with 15 mm nominal bore Chromium Plated Pillar Tap of 1st quality Indian make 400 grams Seiko/ Senior/ Nice/ Esso or equivalent complete with standard CI brackets including wooden block: 550 x 400 mm - Single C.P. Pillar cock

S&F of 15 mm CP finish brass stop valve of not less than 400 grams weight quarter turn spindle with internal threaded conforming to IS 8931 including cost and conveyance of all materials to the site, all labour charges, etc., complete for finished item of work and as directed by the Engineer/ In-Charge.

TBSP-F.I-01: S&F of 15 mm brass body CP finish bib tap of not less than 300 grams weight screw type (full turn) with internal /external threaded connection conforming to IS 8931,including cost and conveyance of all materials and labour charges complete for finished item of work.

Supplying and Fixing of premium make CPVC Pipes - SDR 13.5 including the cost of pipe, required number of connectors such as elbows, tees, couplers, connectors, solvent cement etc., and labour charges complete including cost and conveyance of all materials to site, all operational, incidental , labour charges, etc. complete for finished item of work as directed by Engineer-in-charge 15mm Dia (15.90mm OD)

Supplying and Fixing of premium make CPVC Pipes - SDR 13.5 including the cost of pipe, required number of connectors such as elbows, tees, couplers, connectors, solvent cement etc., and labour charges complete including cost and conveyance of all materials to site, all operational, incidental , labour charges, etc. complete for finished item of work as directed by Engineer-in-charge 20mm Dia (22.20mm OD)

Supplying and Fixing of premium make CPVC Pipes - SDR 13.5 including the cost of pipe, required number of connectors such as elbows, tees, couplers, connectors, solvent cement etc., and labour charges complete including cost and conveyance of all materials to site, all operational, incidental , labour charges, etc. complete for finished item of work as directed by Engineer-in-charge 25mm Dia (28.60mm OD)

Supplying and Fixing of premium make CPVC Pipes - SDR 13.5 including the cost of pipe, required number of connectors such as elbows, tees, couplers, connectors, solvent cement etc., and labour charges complete including cost and conveyance of all materials to site, all operational, incidental , labour charges, etc. complete for finished item of work as directed by Engineer-in-charge 50mm Dia (54.00mm OD)

Supply & Fixing of Bronze Ball valve with SS Ball and SS Spindle as per IS - Class - I, Indian make heavy type, the following valves with SS Ball and SS Spindle of approved brand of manufacature, having rubber lining, including companion flanges, bolts, nuts,rubber gasket, etc. complete for finished item of work.25mm Dia

Supply & Fixing of Bronze Ball valve with SS Ball and SS Spindle as per IS - Class - I, Indian make heavy type, the following valves with SS Ball and SS Spindle of approved brand of manufacature, having rubber lining, including companion flanges, bolts, nuts,rubber gasket, etc. complete for finished item of work.50mm Dia

Supplying and fixing of SWR PVC pipes (as per ISI standards) 6 Kg/Sq.cm as per site requirement, fixing with PVC clamps if necessary with required number of Bombay nails including cost and conveyance of all materials to site, labour charges etc. complete for finished item of work at all floor levels.75 mm dia Single Socket PVC/SWR pipe - 6 Kg/sq.cm

Supplying and fixing of SWR PVC pipes (as per ISI standards) 6 Kg/Sq.cm as per site requirement, fixing with PVC clamps if necessary with required number of Bombay nails including cost and conveyance of all materials to site, labour charges etc. complete for finished item of work at all floor levels.110 mm dia Single Socket PVC/SWR pipe - 6 Kg/sq.cm

Supply and fixing of UPVC/SWR Nahani trap (4") (101.6mm) 1st quality ISI marked conforming to IS:1729-1979 with C.P grating fixing with white cement as per site requirements with standard practice for 100mm dia inlet - 75mm (3") out let pippe 4kgs make with aluminium grating in cement concrete along with uPVC round jali including cost and conveyance of all material to site, all labour charges, , etc., complete as directed by the Engineer in Charge.

Boxing of Nahany traps in RCC floors including cost and conveyance of all material like Bricks, Cement, Sand etc., to site, all labour charges, , etc., complete.

Supplying and fixing of UPVC/ SWR Vent Cowls of approved make of 110 mm dia complete etc. As directed by the Engineer in Charge

Constructing 904.0 mm (3’0”) dia brick masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using 2nd Class Clay Bricks of 225 mm thick from approved source having a minimum crushing strength of 5 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 904 mm (3'-0") in all sorts of soils (excluding rock) and laying cement concrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.

Supply, laying, fixing and testing of PVC/ SWR 110 mm dia 4 KG/Sq.cm on wall surface pipe with necessary special like shoe and bends including providing holder clamps including Labour charges for laying, fixing and commissioning the PVC pipes including couplers/ bends/ tees etc. any diameter including fixing necessary fittings like bends, plugs, couplers, junctions, tees, etc. with solvent jointing as per standard practice etc., complete as required by the engineer-in-charge for Rain Water Down Comer pipes - 110mm Dia.

Providing & Placing on Terrace (at all floor levels) polyethylene water storage tank with Double layer approved brand & manufacture with cover and suitable locking arrangement & making necessary holes for inlet & outlets and over flow pipes but without fittings & base support for tanks

Manufacture, Supply and Erection of Flow meters.

Providing, installing and giving satisfactory test & trial of Ultrasonic Clamp on Fixed type Flow meter of ISO working on 85 -260 V AC, 50 HZ electric power supply of following type working on time of flight principle suitable for satisfactory continuous operation in all seasons & with following accessories, working on conditions, Specifications calibration, inspection, testing, training, guarantees and manufacturers test certificate/ declaration copy along with accessories as mentioned in a (1) to (14) below Mandatory Accessories 1) Integrated signal converter transmitter enclosed in die cast aluminum case / any anticorrosive material conforming to IP-65 or better -1 No. 2) Pair of transducers (Sensors) conforming to IP-68 or better with junction boxes -1 No. 3) Stainless steel straps for mounting clamp on type sensors - 2 Nos. (only required for category A,B) 4) Grease count plant, 100 ml : Bottle - 5 Nos. (only required for category A,B) 5) Signal & power cables for each transducer -50 Mtrs length/each (insertion type flow meter) & 10 mtrs length /each (portable type flow meter) 6) a) for fixed type flow meter-UPS working on 230 V AC, 50 Hz or 24V DC power supply suitable for 24 hrs continuous operation.- 1 No. (only required for category B,C). b) Built in portable type battery back up for minimum 5 Hrs continuous operation with spare battery and separate battery charger working on 230 V AC, 50 Hz power supply for charging battery-1 No. (only required for category A) c) Aluminium / anticorrosive carrying case for flow meter and all accessories (only required for category A) 7) Data storage capacity with built in or separate for date, time, actual flow rate, totaliser & error messages if any with storage capacity of 120 days and at 5 minutes interval data logging along with local indication and necessary cables and software to download data to laptop -1 No8) Dot matrix printer of EPSON, WIPRO, WEP or Hewlett Packard make with built in or separate printer interface unit for printing of stored data with online / offline printing facility -1 No. 9) Proper earthing shall be provided for protection against high voltage surge (only required for category B,C) 10) Suitable over voltage protection unit for protection of instrument from higher voltage (upto 275 V-300 V AC & above ) 11) M.S. sensor protection boxes with suitable size for above ground lines where construction of chamber is not possible. (only required for category B,C) 12) Magnetic clamp for metallic pipe lines and Nylon / SS strips, chain arrangement for clamp on sensors suitable for pipe diameters 50 mm to 3000 mm (only required for category A,B) 13) Battery powered ultrasonic thickness gauge along with charger, test sample, coupling agent and carrying case suitable measuring thickness of 1 mm to 100 mm (only required for category A) 14) 5 meter steel measurement tape with level bottle (only required for category A)

15) Working Conditions and Specifications a) Water Temp : 10° to 50° C b) Water Quality: Raw water, turbid in nature. Potable chlorinated water c) Operating pressures0-15 Kg./cm2 d) Pipeline MOC : Cl, Dl, MS with /without mortar lined, Non¬metallic pipes. e) Pipe diameter :> 1000 mm -4000 mm f) Flow -Up to 300 Mld g) Pipe Condition: Pipe shall be running full h) Ultrasonic flow meters shall be designed, manufactured to international standards with accuracy of +/- 2% of actual flow. The supplier should have full ISO -9000 series accreditation & facility for fully traceable calibration flow rig as per international standard i) Functional details: Freely programmable j) Measurement - Volumetric flow rate, totalized flow k) Flow direction- Forward & Reverse l) Display- LCD display with suitable lines, digits, segments, markers, for identification of current output. The digit shall be clear, bold & can be read from 1 Mtrs distance m) Out put- for current-4 m A-20mA HART (active/passive) for measuring flow in pipeline. Frequency output shall be 1 khz, Open collector, passive n) Status output-open collector o) Meter shall be suitable for remote facility p) Power supply-85-260 V AC(45-65 Hz)/20-55 V AC (45-65 Hz)/16-62 V DC q) Galvanic isolation- input & output galvanically isolated from power supply from the sensor and from each other r) instruments must carry "CE" mark s) Functionality verification check should be possible inline using recommended software tools t) Future upgradation to field bus foundation. Profibus should be possible with minimal changes16) Calibration, Testing & Inspection The 10% of total supply quantity shall be inspected and tested. The flowmeter shall be calibrated at manufacturers place as per international standard given above.Manufacturer having NABL lab accrediation ,the calibration testing shall be witness by Third party approved by MJP The manufacturer not having NABL lab accrediation shall be tested at FCRI/CWPRS/IDEMl etc, for which third party inspection is not required. 17) Manufacturers Guarantee, Certificate & Training The flow meters shall be supplied with manufacturer's test certificate as per international standards -given above, calibration certificates. 12 months guarantee for the trouble free performance and given Adequate training for handling flow meter and installation in field so that trainees can carryout the job independently 18) 60 Month's O & M towards flow meter & accessories: The O & M shall be decided based on " planned preventive maintenance" Program (PPM) to be finalized with suppliers with following service included (but not limited) for 60 months beyond standard warranty terms as per H) However for project cases user must discuss with supplier for lumpsum O & M cost for the overall project. Planned Preventive Maintenance (PPM): a) Regular visit to the flow meters (once in 2 month to check the healthyness of instruments) b) Repairs/ replacement of components/spare parts as may be necessary during the flow meter inspection. c) Free replacement of the spare parts and consumables as necessary d) Emergency visit to site within 48 hours for attending any major trouble shooting and break downs. e) Technical training/ trouble shooting training to the user by the supplier. f) Providing complete technical details on instrument with necessary manuals

19) General Terms & Conditions a) General Specifications with accessories (except required for each type of meter specified) working conditions, mandatory accessories, calibration, inspection testing manufacturers test certificates, installation and commissioning, guarantee and training shall be common for all flow meters as mentioned above. The Additional/ optional accessories mentioned above to be considered as per project and site requirements. b) The above prices are inclusive of import duty as applicable. c) The above prices inclusive of counter vailing duty (CVD) as applicable with education cess of 2% on CVD. Also includes necessary charges for customs clearances clearing and forwarding charges in India. d) The above prices are includes local inland transportation from manufacturer's godown /custom's godown upto sites anywhere in Telangana. e) The above prices includes necessary packing & forwarding charges as applicable for each project f) Octroi charges are not included in above rates and shall be as per actuals which will be included wherever applicable in estimates for meter up to site storage g) The above prices are inclusive of Marine & inland insurance of flow meters up to site storage h) Meter shall be procured with prior permission from concerned superintending Engineer/Chief Engineer. i) Planning for installation for meter shall be done during execution of pipe work. Straight pipe length of 5 D or more on up stream side and 2 D or more on down stream side of meter is necessary (D is diameter of flow meter) The meters shall be installed so as to have a laminar flow with pipe running full. j) The above rates are exclusive of GST.For all ELSRs/ELBRs

Fixing flow meter transmitter to internal walls of buildings in a suitably designed panel cabinet with proper locking arrangement with glass window on front door for seeing the readings of flow transmitter and data logger without opening of the panel cabinet. It should house complete ancillaries and including the provision for connection of electrical power supply from nearby apparatus. The panel cabinet shall be prewired and with suitable gland entriesFor all ELSRs/ELBRs

Construction of Valve chambers of size (2.5mx2.5mx1.5m height- clear dimensions) with Reinforced Cement Concrete vertical walls of 200mm thickness and RCC slab of 100mm thick fitted with RCC man hole cover and frame, laying in M20 grade concrete with reinforcement including cost and conveyance of material, labour charges, curing, centering charges etc., complete as per standard specifications and standard drawings and as directed by the Engineer in Charge for bulk flow meters

Providing New House Service Connection including cost of Materials.

Cutting open C.C. road surface including stacking of excavated materials for pipe line trench work including labour charges and all incidental and operational charges etc., complete as directed by the departmental officers.

Manufacture, Supply & Delivery of MDPE pipe conforming to ISO 4427 Part-2 (or any equivalent Bureau of Indian Standards code) of PE-80 grade material along with all fittings, including cost of materials, manufacturing, loading, unloading, stacking, transit insurance, transportation to any where in Telangana but excluding GST.20mm OD(15Mmm ID)

Lowering, Laying, jointing of PVC/HDPE/MDPE pipes as per BIS No.7634 part-III/75 for PVC and BIS No.7634 part-II/75 for HDPE pipes including earth work excavation, testing to hydraulic test pressure including cost of water with a water lead of 500m etc., complete, but excluding road cutting (BT/CC) charges., Complete.20mm

PP Clamp Saddle shall comply with AS/NZS 4793 or relevant international standards-Mechanical tapping saddles for water works purposes and designed for use with PVC/PE pipe as per IS 4985/ IS 4984 respectively. These saddles should be contoured to fit around the pipe. PP Saddles shall be blue with moulded SS female threaded outlets. Seal shall be thermoplastic elastomer rubber suitable for drinking water and SS nut-bolt-washer. Maximum working pressure rating of 10 bar.The cost shall include testing of all materials, labour, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking, providing and fixing etc. Complete as specified and directed by the Departmental Engineers.For 110 mm OD HDPE pipes x 1/2"

House Service Connections (Regulating Brass Ferrule) The cost shall include testing of all materials, labour, Inspection charges, Transportation upto site, transit insurance, loading, unloading, stacking, providing and fixing etc. complete as specified and directed by departmental engineers, but excluding of all taxes for 1/2" connection

S & F Bronze Ball valve with SS Ball and SS Spindle as per IS - Class - I, Indian make heavy type - 15 mm NB Size (TBSP-G.III-20)

Supply and fixing of 15mm brass body CP finished bib tap of not less than 300 grams weight screw type (full turn) with internal/external threaded connection conforming to IS 8931 (TBSP-F.I-01)

S& F 15 mm Nominal Bore GI pipe light Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings &labour charges complete - for stand post (TBSP-G.I-01)

Supply and Fixing of Compression Fittings shall comply with ISO 17885 – 2015, PN-16 rating and manufactured from virgin resin of PE-80 having blue colour. Raw material must be WRAS Approved as per BS 6920 for effect on water quality intended for human consumption. Compression fittings should have moulded-in SS 304 threaded insert outlet with thread dimension conforming to IS 554/ISO 7. The cost shall include testing of all materials, labour, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking, providing and fixing etc. Complete as specified and directed by the Departmental Engineers, but excluding all taxes. Compression Male/ Female threaded adapter with SS Insert D20mmx1/2"

Supply and Fixing of Compression Fittings shall comply with ISO 17885 – 2015, PN-16 rating and manufactured from virgin resin of PE-80 having blue colour. Raw material must be WRAS Approved as per BS 6920 for effect on water quality intended for human consumption. Compression fittings should have moulded-in SS 304 threaded insert outlet with thread dimension conforming to IS 554/ISO 7. The cost shall include testing of all materials, labour, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking, providing and fixing etc. Complete as specified and directed by the Departmental Engineers, but excluding all taxes. Compression Male/ Female threaded elbow with SS Insert D20mmx1/2"

Supply and installation of meter

Supply of magnetically coupled, multijet, inferential type, dry dial Class-B water meters (Screwed end) AMR compatible manufactured in accordance with ISO 4064 standards and its latest ammendments/IS 779/1994 and its latest ammendments and shall have ISI/EEC/MID pattern approval (valid life cycle certificate and IP 68 protection from FCRI, GOI). (excluding all taxes-with 3 years warranty)

Installation of magnetically coupled, multijet, inferential type, dry dial Class-B water meters (Screwed end) AMR compatible manufactured including fixing charges etc complete as directed by the Engineer in Charge

Manufacture, Supply and delivery of Water Meter protection Box of PP blue colour : 510x260x255 mm including meter box body, cover, locking plate, locking stud, spring,locking pin, key for box and bracket, including earth work, PCC(1:5:10) prop., and fixing charges

Providing 24X7 Water Supplyduly Providing Automation and SCADA for Intakewell, RW Pumpsets, WTP,CWpumpsets, feeder lines,ELSR's, distribution network including AMR water meterfor HSC's.

House service Connections including shifting of HSCs from old distribution pipe lines to new net work and extension of existing connections

Cutting open C.C. road surface including stacking of excavated materials for pipe line trench work as directed by the departmental officers.

Manufacture, Supply & Delivery of MDPE pipe conforming to ISO 4427 Part-2 (or any equivalent Bureau of Indian Standards code) of PE-80 grade material along with all fittings, including cost of materials, manufacturing, loading, unloading, stacking, transit insurance, transportation to anywhere in Telangana excluding GST.20mm OD(15Mmm ID)

Manufacture, Supply & Delivery of MDPE pipe conforming to ISO 4427 Part-2 (or any equivalent Bureau of Indian Standards code) of PE-80 grade material along with all fittings, including cost of materials, manufacturing, loading, unloading, stacking, transit insurance, transportation to anywhere in Telangana excluding GST.25mm OD

Manufacture, Supply & Delivery of MDPE pipe conforming to ISO 4427 Part-2 (or any equivalent Bureau of Indian Standards code) of PE-80 grade material along with all fittings, including cost of materials, manufacturing, loading, unloading, stacking, transit insurance, transportation to anywhere in Telangana excluding GST.32mm OD

Manufacture, Supply & Delivery of MDPE pipe conforming to ISO 4427 Part-2 (or any equivalent Bureau of Indian Standards code) of PE-80 grade material along with all fittings, including cost of materials, manufacturing, loading, unloading, stacking, transit insurance, transportation to anywhere in Telangana excluding GST.Extension of existing HSCs

Lowering, Laying, jointing of MDPE pipes as per BIS No.7634 part-III/75 for PVC and BIS No.7634 part-II/75 for HDPE pipes including earth work excavation, testing to hydralic test pressure including cost of water with a water lead of 500m etc., complete.20mm

Lowering, Laying, jointing of MDPE pipes as per BIS No.7634 part-III/75 for PVC and BIS No.7634 part-II/75 for HDPE pipes including earth work excavation, testing to hydralic test pressure including cost of water with a water lead of 500m etc., complete.25mm

Lowering, Laying, jointing of MDPE pipes as per BIS No.7634 part-III/75 for PVC and BIS No.7634 part-II/75 for HDPE pipes including earth work excavation, testing to hydralic test pressure including cost of water with a water lead of 500m etc., complete.32mm

Lowering, Laying, jointing of MDPE pipes as per BIS No.7634 part-III/75 for PVC and BIS No.7634 part-II/75 for HDPE pipes including earth work excavation, testing to hydralic test pressure including cost of water with a water lead of 500m etc., complete.Extension of existing HSCs

PP Clamp Saddle shall comply with AS/NZS 4793 or relevant international standards-Mechanical tapping saddles for water works purposes and designed for use with PVC/PE pipe as per IS 4985/ IS 4984 respectively. These saddles should be contoured to fit around the pipe. PP Saddles shall be blue with moulded SS female threaded outlets. Seal shall be thermoplastic elastomer rubber suitable for drinking water and SS nut-bolt-washer. Maximum working pressure rating of 10 bar.The cost shall include testing of all materials, labour, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking, providing and fixing etc. Complete as specified and directed by the Departmental Engineers.100X1/2''

PP Clamp Saddle shall comply with AS/NZS 4793 or relevant international standards-Mechanical tapping saddles for water works purposes and designed for use with PVC/PE pipe as per IS 4985/ IS 4984 respectively. These saddles should be contoured to fit around the pipe. PP Saddles shall be blue with moulded SS female threaded outlets. Seal shall be thermoplastic elastomer rubber suitable for drinking water and SS nut-bolt-washer. Maximum working pressure rating of 10 bar.The cost shall include testing of all materials, labour, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking, providing and fixing etc. Complete as specified and directed by the Departmental Engineers.100X3/4''

PP Clamp Saddle shall comply with AS/NZS 4793 or relevant international standards-Mechanical tapping saddles for water works purposes and designed for use with PVC/PE pipe as per IS 4985/ IS 4984 respectively. These saddles should be contoured to fit around the pipe. PP Saddles shall be blue with moulded SS female threaded outlets. Seal shall be thermoplastic elastomer rubber suitable for drinking water and SS nut-bolt-washer. Maximum working pressure rating of 10 bar.The cost shall include testing of all materials, labour, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking, providing and fixing etc. Complete as specified and directed by the Departmental Engineers.100X1''

S & F Bronze Ball valve with SS Ball and SS Spindle as per IS - Class - I, Indian make heavy type - 15 mm NB Size TBSP-G.III-201/2" dia

S & F Bronze Ball valve with SS Ball and SS Spindle as per IS - Class - I, Indian make heavy type - 15 mm NB Size TBSP-G.III-203/4" dia

S & F Bronze Ball valve with SS Ball and SS Spindle as per IS - Class - I, Indian make heavy type - 15 mm NB Size TBSP-G.III-201" dia

Supply and fixing of 15mm brass body CP finished bib tap of not less than 300 grams weight screw type (full turn) with internal/external threaded connection conforming to IS 8931 TBSP-F.I-01

S& F 15 mm Nominal Bore GI pipe light Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings &labour charges complete - for stand post TBSP-G.I-01

Supply and fixing of water meters with meter chambers

Supply, installation, and field testing of Ultrasonic AMR Meter with IP 68 protection (PN-10/ PN-16). The meters shall be manufactured as per ISO 4064:2005. The meter shall be manufactured with copper or Bronze or Cast Steel or Food Grade Engineering plastic. The meter must have passed life cycle/Endurance test from FCRI. The AMR meter shall have inbuilt communication module and battery. The data logger shall transmit data on daily bases to central server through LoRaWAN, in ISM band 865-867 MHz. The AMR meter shall uplink the data once in a day. The AMR meter should be capable of providing data like forward flow, reverse flow, tampering, daily flow rate distribution, leak detect, high flow detect and zero flow. The System shall send alerts for blocked meter, flow rate above limit, back flow detection. The AMR meter and battery shall carry warranty of at least 5 years from the date of delivery/date of installation whichever is earlier. The data shall be accessible on web server as required by the Client. The meter shall be able to operate in ambient temperature range -10 deg C to 55 deg C & Relative Humidity 5% to 95%. The web server, data communication and API cost is not included in the meter cost. The rates are including O&M for a period of 5 years. Rates are excluding GST, other taxes etc.1/2" dia

Supply, installation, and field testing of Ultrasonic AMR Meter with IP 68 protection (PN-10/ PN-16). The meters shall be manufactured as per ISO 4064:2005. The meter shall be manufactured with copper or Bronze or Cast Steel or Food Grade Engineering plastic. The meter must have passed life cycle/Endurance test from FCRI. The AMR meter shall have inbuilt communication module and battery. The data logger shall transmit data on daily bases to central server through LoRaWAN, in ISM band 865-867 MHz. The AMR meter shall uplink the data once in a day. The AMR meter should be capable of providing data like forward flow, reverse flow, tampering, daily flow rate distribution, leak detect, high flow detect and zero flow. The System shall send alerts for blocked meter, flow rate above limit, back flow detection. The AMR meter and battery shall carry warranty of at least 5 years from the date of delivery/date of installation whichever is earlier. The data shall be accessible on web server as required by the Client. The meter shall be able to operate in ambient temperature range -10 deg C to 55 deg C & Relative Humidity 5% to 95%. The web server, data communication and API cost is not included in the meter cost. The rates are including O&M for a period of 5 years. Rates are excluding GST, other taxes etc.3/4" dia

Supply, installation, and field testing of Ultrasonic AMR Meter with IP 68 protection (PN-10/ PN-16). The meters shall be manufactured as per ISO 4064:2005. The meter shall be manufactured with copper or Bronze or Cast Steel or Food Grade Engineering plastic. The meter must have passed life cycle/Endurance test from FCRI. The AMR meter shall have inbuilt communication module and battery. The data logger shall transmit data on daily bases to central server through LoRaWAN, in ISM band 865-867 MHz. The AMR meter shall uplink the data once in a day. The AMR meter should be capable of providing data like forward flow, reverse flow, tampering, daily flow rate distribution, leak detect, high flow detect and zero flow. The System shall send alerts for blocked meter, flow rate above limit, back flow detection. The AMR meter and battery shall carry warranty of at least 5 years from the date of delivery/date of installation whichever is earlier. The data shall be accessible on web server as required by the Client. The meter shall be able to operate in ambient temperature range -10 deg C to 55 deg C & Relative Humidity 5% to 95%. The web server, data communication and API cost is not included in the meter cost. The rates are including O&M for a period of 5 years. Rates are excluding GST, other taxes etc.1" dia

Manufacture, Supply and delivery of Water Meter protection Box of PP blue colour : 510x260x255 mm including meter box body, cover, locking plate, locking stud, spring,locking pin, key for box and bracket , including earth work, PCC(1:5:10)prop, and fixing charges

Providing Automation and SCADA for 3Nos of 133KW raw water pumpsets intake well cum pumphouse

VFD Panel,133 KW,with all the necessary controls and protections, including facility for remote monitoring.

Electric Actuator operated Butterfly Valve: Supply, installation of DI/DF Motorized Butterfly Valve, PN16, Double Offset, Short Body, Body/Disc-DI GGG50, Drilling -EN 1092-2, Body Seat- Integral, Disc seal: EPDM seat, Seal retaining ring: SS, Internal Fasteners: SS A2, Painting: epoxy powder coating with minimum 250 microns; RAL5017, AUMA / ROTARK make Electrical Actuator,On-Off type, Integral Starter, Manual Override, Weather proof enclosure,excluding GST., 400 mm

Providing, installation, testing and commissioning of ULTRASONIC LEVEL TRANSMITTER for water application : Principle: Time of Flight / Sensor MOC PP/ Process connection 1 1/2 inch BSP or 2 inch BSP threaded type / Power Supply: 24 V DC / Out put: 4-20mA / Display: Integral Display for rogramming and Display reading/IP66. Ranging from 0 - 5 Mts, including LCD Display and configurable to any level and warranty for 5 years. The rates are excluding GST.Ultrasonic Level Transmitter /Indicator for Intakewell

Providing, installation, testing and commissioning of PRESSURE TRANSMITTER: for water application: Range: 0-10 bar/power supply: 24 V DC / Output: 4-20 mA with HART / Diaphragm: SS316L / Process Connection: ½ “NPT (M) / Accuracy: 0.15% , Protection: IP67, including LCD Display and configurable to any level and warranty for 5 years. The rates are excluding GST.

Providing,installing and giving satisfactory test & trial of Ultrasonic clamp on Fixed type flow meter working on conditions & specifications, calibration, inspection, testing, training, guarantees and manufacturers test certificate/ declaration copy along with accessories exluding GST for Common delivery line

Programmable Logic Controller System (PLC), Siemens/ Honeywell / Equalent, based SCADA Hardware and network with necessary PSU,CPU, I/O cards, with I/O count- DO:48, DI: 128, AI:60, AO:48, suitable for the application, Computer System with 8GB RAM and 1TB Hard Disk including Windows Operating System, Key Board,Mouse with 21" LED Monitor,excluding GST.Programmable Logic Controller System (PLC) based SCADA Hardware and network

SCADA Software System, Siemens/Honeywell/Equalent. The software shall provide user interface to control & monitor the scheme and generate necessary reports,excluding GST.

3 Core x 1.5 Sq. mm, Copper multistrand, armoured Cable for Power Supply.

2 Core x 1.0 Sq. mm,Copper multistrand, armoured Cable

1Pair x 1.0 Sq. mm, Copper multistrand, armoured Cable

3 Core x 2.5 Sq. mm,Copper multistrand, armoured Cable (3 x 50 Rmt.) for Ele. Actuators.

Operating Console for SCADA system.

Providing independent earthing for Important equipment with 100mm dia C.I /G.I Pipe with Flange 1.5m long enclosed in brick massonry chamber of 450m x 450m x 400mm, required chemicals / Salt and Charcoal etc.

Remote monitoring system for data acquisition/data transfer & alert SMS /warning based on GSM technology with complete hardware like wireless communication device, cables,necessary software system (BOM with each GSM system is as given below) for each flow meter excluding data SIM card & its regular billing.a) Wireless communication device to communicate between central computer & flow transmitter installed at remote site with GSM based system b) DA Scheduler software for CSV file storage and data acquisition c) Cables for pressure, flow & totalized details from transmitter to field gate system {10 Mtrs with each GSM / GPRS system) d) OPC Software to be installed in central PC for SCADA interface. e) Commissioning charges for each locations f) Customized page with Java Applets XML-Data import software for online MIMIC g) R.F. Module / Cyble for operation of AMR h) RTU ( Remote Terminal Unit)

Fixing flow meter transmitter to internal walls of buildings in a suitably designed panel cabinet with proper locking arrangement with glass window on front door for seeing the readings of flow transmitter and data logger without opening of the panel cabinet. It should house complete ancillaries and including the provision for connection of electrical power supply from nearby apparatus. The panel cabinet shall be prewired and with suitable gland entries. enclosure pannel for each flow meter

Power Cables for VFDs

Control Cables for VFDs

Providing Automation and SCADA for 9.10MLD WTP located in Danvaigudem

Supply and erection of Online pH measuring System: with sensor and Sensor Holder assembly, 4-20 mA output, 5 Mtr Sensor Cable Length, measuring Range: 0-14, Resolution: 0.01, Power Supply: 24 VDC. Auto Temperature compensation, RS-485 communication. Raw water

Supply and erection Online Turbidity measuring System: with Sensor and sensor Holder, 4-20 mA output ,5 Mtr. Cable Length, Range: 0 to 200 NTU, Resolution: 0.1 , Power Supply: 24 VDC, RS-485 communication. 0-20 & 20-200 NTU selection to be provided. RS-485 communication. for Raw water

Providing,installing and giving satisfactory test & trial of Ultrasonic clamp on Fixed type flow meter working on conditions & specifications, calibration, inspection, testing, training, guarantees and manufacturers test certificate/ declaration copy along with accessories exluding GST for inlet Raw water

Loss of Head Transmitter for Filter Bed 01 - 04 to monitor Filter Bed to Start Back wash

Providing,installing and giving satisfactory test & trial of Ultrasonic clamp on Fixed type flow meter working on conditions & specifications, calibration, inspection, testing, training, guarantees and manufacturers test certificate/ declaration copy along with accessories exluding GST for Filter Bed -01 to 04 for monitoring filtration rate

Electric Actuator operated Butterfly Valve: Supply, installation of DI/DF Motorized Butterfly Valve, PN16, Double Offset, Short Body, Body/Disc-DI GGG50, Drilling -EN 1092-2, Body Seat- Integral, Disc seal: EPDM seat, Seal retaining ring: SS, Internal Fasteners: SS A2, Painting: epoxy powder coating with minimum 250 microns; RAL5017, AUMA / ROTARK make Electrical Actuator,On-Off type, Integral Starter, Manual Override, Weather proof enclosure,excluding GST. for FB-01 to 04 inlet line -300 mm

Electric Actuator operated Butterfly Valve: Supply, installation of DI/DF Motorized Butterfly Valve, PN16, Double Offset, Short Body, Body/Disc-DI GGG50, Drilling -EN 1092-2, Body Seat- Integral, Disc seal: EPDM seat, Seal retaining ring: SS, Internal Fasteners: SS A2, Painting: epoxy powder coating with minimum 250 microns; RAL5017, AUMA / ROTARK make Electrical Actuator,On-Off type, Integral Starter, Manual Override, Weather proof enclosure,excluding GST for FB-01 to 04 outlet line

Electric Actuator operated Butterfly Valve: Supply, installation of DI/DF Motorized Butterfly Valve, PN16, Double Offset, Short Body, Body/Disc-DI GGG50, Drilling -EN 1092-2, Body Seat- Integral, Disc seal: EPDM seat, Seal retaining ring: SS, Internal Fasteners: SS A2, Painting: epoxy powder coating with minimum 250 microns; RAL5017, AUMA / ROTARK make Electrical Actuator,On-Off type, Integral Starter, Manual Override, Weather proof enclosure,excluding GST for FB-01 to 04 back wash line

Electric Actuator operated Butterfly Valve: Supply, installation of DI/DF Motorized Butterfly Valve, PN16, Double Offset, Short Body, Body/Disc-DI GGG50, Drilling -EN 1092-2, Body Seat- Integral, Disc seal: EPDM seat, Seal retaining ring: SS, Internal Fasteners: SS A2, Painting: epoxy powder coating with minimum 250 microns; RAL5017, AUMA / ROTARK make Electrical Actuator,On-Off type, Integral Starter, Manual Override, Weather proof enclosure,excluding GST for FB-01 to 04 Clear water line

Electric Actuator operated Butterfly Valve: Supply, installation of DI/DF Motorized Butterfly Valve, PN16, Double Offset, Short Body, Body/Disc-DI GGG50, Drilling -EN 1092-2, Body Seat- Integral, Disc seal: EPDM seat, Seal retaining ring: SS, Internal Fasteners: SS A2, Painting: epoxy powder coating with minimum 250 microns; RAL5017, AUMA / ROTARK make Electrical Actuator,On-Off type, Integral Starter, Manual Override, Weather proof enclosure,excluding GST for FB-01 to 04 Air Line-150mm

Level Switch-High, Float type / Capacitance type, Potential free contacts, 2NO+2NC for Filter-01 to 04 to stop the back wash filling Pump

Level Switch-medium, Float type / Capacitance type, Potential free contacts, 2NO+2NC for Filter-01 to 04 to start bak wash filling Pump

Level Switch-Low, Float type / Capacitance type, Potential free contacts, 2NO+2NC for Filter-01 to 04 to pause the back wash cycle in Filter Bed

pH measuring System for clear water chamber outlet

Turbidity measuring System for clear water chamber outlet

Residual Chlorine measuring System for clear water chamber outlet

Ultrasonic Clampon Flow meter for common Clear Water outlet flow monitoring.

Utra sonic level transmitter for 250KL clear water sump

Supply,Delivery,Installation of 2-5 Kg/Hr capacity vaccum type gaseous wall mounted chlorinator for water treatment Plant with following A) Wall mounted filter cum liquid trapper with isolated control valve B) Vaccum regulator with 5Kg/Hr Cap ROTA-Meter C) 3 Meter length cooper tube with end fittings D) Clamp and operating key for cylinder valveE) Injector with water pressure guage at size of 1" In & outlet.

Ultrasonic Level Transmitter /Indicator for Back wash Tank

Level Swith-High for Back wash Tank

Level Switch-Low for Back wash Tank

Ultrasonic Level Transmitter/Indicator for clear water chamber

Level Switch-High for Clear water chamber

Level Switch-Low for Clear water chamber

Ultrasonic Level Transmitter /Indicator for Service water Tank

Level Swith-High for Service water Tank

Level Switch-Low for Service water Tank

Ultrasonic Level Transmitter / Indicator for Alum dosing Tank-1

Level Swith-High for Alum dosing Tank-1

Level Switch-Low for Alum dosing Tank-1

Ultrasonic Level Transmitter / Indicator for Alum dosing Tank-2

Level Swith-High for Alum dosing Tank-2

Level Switch-Low for Alum dosing Tank-2

Pressure Safety Valve (PSV) for Air Blower-1

Pressure Safety Valve (PSV) for Air Blower-2

2 Core x 1.0 Sq. mm,Copper multistrand, armoured Cable

1Pair x 1.0 Sq. mm, Copper multistrand, armoured Cable

3 Core x 1.5 Sq. mm, Copper multistrand, armoured Cable

Programmable Logic Controller System (PLC), Siemens/ Honeywell / Equalent, based SCADA Hardware and network with necessary PSU,CPU, I/O cards, with I/O count- DO:48, DI: 128, AI:60, AO:48, suitable for the application, Computer System with 8GB RAM and 1TB Hard Disk including Windows Operating System, Key Board,Mouse with 21" LED Monitor,excluding GST.Programmable Logic Controller System (PLC) based SCADA Hardware and network

Motors / Drives Running feedback indication:Alum dosing Tank-1 Agitator Running feedback -1NoAlum dosing Tank-2 Agitator Running feedback -1NoFlash Mixer-1 Agitator Running feedback -1NoFlash Mixer-2 Agitator Running feedback -1NoFlocculator Bridge Drive Running feedback -1NoFlocculator Paddle Drive Running feedback -1NoPre-Chlorine System Booster Pump-1 Running feedback -1NoPre-Chlorine System Booster Pump-2 Running feedback -1NoBack wash Pump-1 Running feedback -1NoBack wash Pump-2 Running feedback-1NoService water Pump-1 Running feedback-1NoService water Pump-2 Running feedback -1NoAir Blower-1 Running feedback -1NoAir Blower-2 Running feedback -1NoMotors/Drives Remote Start/Stop including the followingAlum dosing Tank-1 Agitator Start/Stop command -1NoAlum dosing Tank-2 Agitator Start/Stop command-1NoFlash Mixer-1 Agitator Start/Stop command -1NoFlash Mixer-2 Agitator Start/Stop command-1NoFlocculator Bridge Drive Start/Stop command-1NoFlocculator Paddle Drive Start/Stop command -1NoPre-Chlorine System Booster Pump-1 Start/Stop command -1NoPre-Chlorine System Booster Pump-2 Start/Stop command -1NoBack wash Pump-1 Start/Stop command -1NoBack wash Pump-2 Start/Stop command -1NoService water Pump-1 Start/Stop command -1NoService water Pump-2 Start/Stop command -1NoAir Blower-1 Start/Stop command -1NoAir Blower-2 Start/Stop command -1No

SCADA Software System, Siemens/Honeywell/Equalent. The software shall provide user interface to control & monitor the scheme and generate necessary reports,excluding GST.

Operating Console for SCADA system.

Providing independent earthing for Important equipment with 100mm dia C.I /G.I Pipe with Flange 1.5m long enclosed in brick massonry chamber of 450m x 450m x 400mm, required chemicals / Salt and Charcoal etc.

New LT Panel for RSF Equipment: Supply installation testing and commissioning of 3 phase and neutral 415V free standing floor mounted MV panel made out of No.14/16 gauge CRCA sheet steel after 7 tank process and painting with powder coating. The panel shall consists of suitable rating TPN with suitable bus bars (with rating of 0.8A/ Sqmm) supported with DMC /SMC barriers and colour coaded with heat shrinkable sleeves. The metering shall be provided as specified. The panel shall have short-circuit with standing capacities of minimum 50KA and consists of switchgear as mentioned below.The panel shall be got manufactured from the manufacturers of CPRI test certificate only. The panel shall be mounting on U channels including supply and fixing including painting with powder coating including internal connections cost and conveyance of all materials & labour charges.

3 Core x 2.5 Sq. mm,Copper multistrand, armoured Cable (20 x 50 Rmt.) for Ele.Actuators.

Remote monitoring system for data acquisition/data transfer & alert SMS /warning based on GSM technology with complete hardware like wireless communication device, cables,necessary software system (BOM with each GSM system is as given below) for each flow meter excluding data SIM card & its regular billing.a) Wireless communication device to communicate between central computer & flow transmitter installed at remote site with GSM based system b) DA Scheduler software for CSV file storage and data acquisition c) Cables for pressure, flow & totalized details from transmitter to field gate system {10 Mtrs with each GSM / GPRS system) d) OPC Software to be installed in central PC for SCADA interface. e) Commissioning charges for each locations f) Customized page with Java Applets XML-Data import software for online MIMIC g) R.F. Module / Cyble for operation of AMR h) RTU ( Remote Terminal Unit)

Fixing flow meter transmitter to internal walls of buildings in a suitably designed panel cabinet with proper locking arrangement with glass window on front door for seeing the readings of flow transmitter and data logger without opening of the panel cabinet. It should house complete ancillaries and including the provision for connection of electrical power supply from nearby apparatus. The panel cabinet shall be prewired and with suitable gland entries. enclosure pannel for each flow meter

Providing Automation and SCADA for 16.50MLD WTP located in Danvaigudem

Supply and erection of Online pH measuring System: with sensor and Sensor Holder assembly, 4-20 mA output, 5 Mtr Sensor Cable Length, measuring Range: 0-14, Resolution: 0.01, Power Supply: 24 VDC. Auto Temperature compensation, RS-485 communication. Raw water

Supply and erection Online Turbidity measuring System: with Sensor and sensor Holder, 4-20 mA output ,5 Mtr. Cable Length, Range: 0 to 200 NTU, Resolution: 0.1 , Power Supply: 24 VDC, RS-485 communication. 0-20 & 20-200 NTU selection to be provided. RS-485 communication. for Raw water

Providing,installing and giving satisfactory test & trial of Ultrasonic clamp on Fixed type flow meter working on conditions & specifications, calibration, inspection, testing, training, guarantees and manufacturers test certificate/ declaration copy along with accessories exluding GST for inlet Raw water

Loss of Head Transmitter for Filter Bed 01 - 04 to monitor Filter Bed to Start Back wash

Flow meter for Filter Bed -01 to 04 for monitoring filtration rate

Electric Actuator operated Butterfly Valve: Supply, installation of DI/DF Motorized Butterfly Valve, PN16, Double Offset, Short Body, Body/Disc-DI GGG50, Drilling -EN 1092-2, Body Seat- Integral, Disc seal: EPDM seat, Seal retaining ring: SS, Internal Fasteners: SS A2, Painting: epoxy powder coating with minimum 250 microns; RAL5017, AUMA / ROTARK make Electrical Actuator,On-Off type, Integral Starter, Manual Override, Weather proof enclosure,excluding GST. for FB-01 to 04 inlet line -300 mm

Electric Actuator operated Butterfly Valve: Supply, installation of DI/DF Motorized Butterfly Valve, PN16, Double Offset, Short Body, Body/Disc-DI GGG50, Drilling -EN 1092-2, Body Seat- Integral, Disc seal: EPDM seat, Seal retaining ring: SS, Internal Fasteners: SS A2, Painting: epoxy powder coating with minimum 250 microns; RAL5017, AUMA / ROTARK make Electrical Actuator,On-Off type, Integral Starter, Manual Override, Weather proof enclosure,excluding GST for FB-01 to 04 outlet line

Electric Actuator operated Butterfly Valve: Supply, installation of DI/DF Motorized Butterfly Valve, PN16, Double Offset, Short Body, Body/Disc-DI GGG50, Drilling -EN 1092-2, Body Seat- Integral, Disc seal: EPDM seat, Seal retaining ring: SS, Internal Fasteners: SS A2, Painting: epoxy powder coating with minimum 250 microns; RAL5017, AUMA / ROTARK make Electrical Actuator,On-Off type, Integral Starter, Manual Override, Weather proof enclosure,excluding GST for FB-01 to 04 back wash line

Electric Actuator operated Butterfly Valve: Supply, installation of DI/DF Motorized Butterfly Valve, PN16, Double Offset, Short Body, Body/Disc-DI GGG50, Drilling -EN 1092-2, Body Seat- Integral, Disc seal: EPDM seat, Seal retaining ring: SS, Internal Fasteners: SS A2, Painting: epoxy powder coating with minimum 250 microns; RAL5017, AUMA / ROTARK make Electrical Actuator,On-Off type, Integral Starter, Manual Override, Weather proof enclosure,excluding GST for FB-01 to 04 Clear water line

Electric Actuator operated Butterfly Valve: Supply, installation of DI/DF Motorized Butterfly Valve, PN16, Double Offset, Short Body, Body/Disc-DI GGG50, Drilling -EN 1092-2, Body Seat- Integral, Disc seal: EPDM seat, Seal retaining ring: SS, Internal Fasteners: SS A2, Painting: epoxy powder coating with minimum 250 microns; RAL5017, AUMA / ROTARK make Electrical Actuator,On-Off type, Integral Starter, Manual Override, Weather proof enclosure,excluding GST for FB-01 to 04 Air Line-150mm

Level Switch-High, Float type / Capacitance type, Potential free contacts, 2NO+2NC for Filter-01 to 04 to stop the back wash filling Pump

Level Switch-medium, Float type / Capacitance type, Potential free contacts, 2NO+2NC for Filter-01 to 04 to start bak wash filling Pump

Level Switch-Low, Float type / Capacitance type, Potential free contacts, 2NO+2NC for Filter-01 to 04 to pause the back wash cycle in Filter Bed

pH measuring System for clear water chamber outlet

Turbidity measuring System for clear water chamber outlet

Residual Chlorine measuring System for clear water chamber outlet

Ultrasonic Clampon Flow meter for common Clear Water outlet flow monitoring.

Utra sonic level transmitter for 700KL clear water sump

Post Chlorination System; 2-5 Kg/Hr.

Ultrasonic Level Transmitter /Indicator for Back wash Tank

Level Swith-High for Back wash Tank

Level Switch-Low for Back wash Tank

Ultrasonic Level Transmitter/Indicator for clear water chamber

Level Switch-High for Clear water chamber

Level Switch-Low for Clear water chamber

Ultrasonic Level Transmitter /Indicator for Service water Tank

Level Swith-High for Service water Tank

Level Switch-Low for Service water Tank

Ultrasonic Level Transmitter / Indicator for Alum dosing Tank-1

Level Swith-High for Alum dosing Tank-1

Level Switch-Low for Alum dosing Tank-1

Ultrasonic Level Transmitter / Indicator for Alum dosing Tank-2

Level Swith-High for Alum dosing Tank-2

Level Switch-Low for Alum dosing Tank-2

Pressure Safety Valve (PSV) for Air Blower-1

Pressure Safety Valve (PSV) for Air Blower-2

2 Core x 1.0 Sq. mm,Copper multistrand, armoured Cable

1Pair x 1.0 Sq. mm, Copper multistrand, armoured Cable

3 Core x 1.5 Sq. mm, Copper multistrand, armoured Cable

Programmable Logic Controller System (PLC), Siemens/ Honeywell / Equalent, based SCADA Hardware and network with necessary PSU,CPU, I/O cards, with I/O count- DO:48, DI: 128, AI:60, AO:48, suitable for the application, Computer System with 8GB RAM and 1TB Hard Disk including Windows Operating System, Key Board,Mouse with 21" LED Monitor,excluding GST.Programmable Logic Controller System (PLC) based SCADA Hardware and network

Motors / Drives Running feedback indication:Alum dosing Tank-1 Agitator Running feedback -1NoAlum dosing Tank-2 Agitator Running feedback -1NoFlash Mixer-1 Agitator Running feedback -1NoFlash Mixer-2 Agitator Running feedback -1NoFlocculator Bridge Drive Running feedback -1NoFlocculator Paddle Drive Running feedback -1NoPre-Chlorine System Booster Pump-1 Running feedback -1NoPre-Chlorine System Booster Pump-2 Running feedback -1NoBack wash Pump-1 Running feedback -1NoBack wash Pump-2 Running feedback-1NoService water Pump-1 Running feedback-1NoService water Pump-2 Running feedback -1NoAir Blower-1 Running feedback -1NoAir Blower-2 Running feedback -1NoMotors/Drives Remote Start/Stop including the followingAlum dosing Tank-1 Agitator Start/Stop command -1NoAlum dosing Tank-2 Agitator Start/Stop command-1NoFlash Mixer-1 Agitator Start/Stop command -1NoFlash Mixer-2 Agitator Start/Stop command-1NoFlocculator Bridge Drive Start/Stop command-1NoFlocculator Paddle Drive Start/Stop command -1NoPre-Chlorine System Booster Pump-1 Start/Stop command -1NoPre-Chlorine System Booster Pump-2 Start/Stop command -1NoBack wash Pump-1 Start/Stop command -1NoBack wash Pump-2 Start/Stop command -1NoService water Pump-1 Start/Stop command -1NoService water Pump-2 Start/Stop command -1NoAir Blower-1 Start/Stop command -1NoAir Blower-2 Start/Stop command -1No

SCADA Software System, Siemens/Honeywell/Equalent. The software shall provide user interface to control & monitor the scheme and generate necessary reports,excluding GST.

Operating Console for SCADA system.

Providing independent earthing for Important equipment with 100mm dia C.I /G.I Pipe with Flange 1.5m long enclosed in brick massonry chamber of 450m x 450m x 400mm, required chemicals / Salt and Charcoal etc.

New LT Panel for RSF Equipment: Supply installation testing and commissioning of 3 phase and neutral 415V free standing floor mounted MV panel made out of No.14/16 gauge CRCA sheet steel after 7 tank process and painting with powder coating. The panel shall consists of suitable rating TPN with suitable bus bars (with rating of 0.8A/ Sqmm) supported with DMC /SMC barriers and colour coaded with heat shrinkable sleeves. The metering shall be provided as specified. The panel shall have short-circuit with standing capacities of minimum 50KA and consists of switchgear as mentioned below.The panel shall be got manufactured from the manufacturers of CPRI test certificate only. The panel shall be mounting on U channels including supply and fixing including painting with powder coating including internal connections cost and conveyance of all materials & labour charges.

3 Core x 2.5 Sq. mm,Copper multistrand, armoured Cable (20 x 50 Rmt.) for Ele.Actuators.

Remote monitoring system for data acquisition/data transfer & alert SMS /warning based on GSM technology with complete hardware like wireless communication device, cables,necessary software system (BOM with each GSM system is as given below) for each flow meter excluding data SIM card & its regular billing.a) Wireless communication device to communicate between central computer & flow transmitter installed at remote site with GSM based system b) DA Scheduler software for CSV file storage and data acquisition c) Cables for pressure, flow & totalized details from transmitter to field gate system {10 Mtrs with each GSM / GPRS system) d) OPC Software to be installed in central PC for SCADA interface. e) Commissioning charges for each locations f) Customized page with Java Applets XML-Data import software for online MIMIC g) R.F. Module / Cyble for operation of AMR h) RTU ( Remote Terminal Unit)

Fixing flow meter transmitter to internal walls of buildings in a suitably designed panel cabinet with proper locking arrangement with glass window on front door for seeing the readings of flow transmitter and data logger without opening of the panel cabinet. It should house complete ancillaries and including the provision for connection of electrical power supply from nearby apparatus. The panel cabinet shall be prewired and with suitable gland entries. enclosure pannel for each flow meter

Providing Automation and SCADAfor 25.00MLD WTP located in Danvaigudem

Supply and erection of Online pH measuring System: with sensor and Sensor Holder assembly, 4-20 mA output, 5 Mtr Sensor Cable Length, measuring Range: 0-14, Resolution: 0.01, Power Supply: 24 VDC. Auto Temperature compensation, RS-485 communication. Raw water

Supply and erection Online Turbidity measuring System: with Sensor and sensor Holder, 4-20 mA output ,5 Mtr. Cable Length, Range: 0 to 200 NTU, Resolution: 0.1 , Power Supply: 24 VDC, RS-485 communication. 0-20 & 20-200 NTU selection to be provided. RS-485 communication. for Raw water

Providing,installing and giving satisfactory test & trial of Ultrasonic clamp on Fixed type flow meter working on conditions & specifications, calibration, inspection, testing, training, guarantees and manufacturers test certificate/ declaration copy along with accessories exluding GST for inlet Raw water

Loss of Head Transmitter for Filter Bed 01 - 04 to monitor Filter Bed to Start Back wash

Flow meter for Filter Bed -01 to 04 for monitoring filtration rate

Electric Actuator operated Butterfly Valve: Supply, installation of DI/DF Motorized Butterfly Valve, PN16, Double Offset, Short Body, Body/Disc-DI GGG50, Drilling -EN 1092-2, Body Seat- Integral, Disc seal: EPDM seat, Seal retaining ring: SS, Internal Fasteners: SS A2, Painting: epoxy powder coating with minimum 250 microns; RAL5017, AUMA / ROTARK make Electrical Actuator,On-Off type, Integral Starter, Manual Override, Weather proof enclosure,excluding GST. for FB-01 to 04 inlet line -300 mm

Electric Actuator operated Butterfly Valve: Supply, installation of DI/DF Motorized Butterfly Valve, PN16, Double Offset, Short Body, Body/Disc-DI GGG50, Drilling -EN 1092-2, Body Seat- Integral, Disc seal: EPDM seat, Seal retaining ring: SS, Internal Fasteners: SS A2, Painting: epoxy powder coating with minimum 250 microns; RAL5017, AUMA / ROTARK make Electrical Actuator,On-Off type, Integral Starter, Manual Override, Weather proof enclosure,excluding GST for FB-01 to 04 outlet line

Electric Actuator operated Butterfly Valve: Supply, installation of DI/DF Motorized Butterfly Valve, PN16, Double Offset, Short Body, Body/Disc-DI GGG50, Drilling -EN 1092-2, Body Seat- Integral, Disc seal: EPDM seat, Seal retaining ring: SS, Internal Fasteners: SS A2, Painting: epoxy powder coating with minimum 250 microns; RAL5017, AUMA / ROTARK make Electrical Actuator,On-Off type, Integral Starter, Manual Override, Weather proof enclosure,excluding GST for FB-01 to 04 back wash line

Electric Actuator operated Butterfly Valve: Supply, installation of DI/DF Motorized Butterfly Valve, PN16, Double Offset, Short Body, Body/Disc-DI GGG50, Drilling -EN 1092-2, Body Seat- Integral, Disc seal: EPDM seat, Seal retaining ring: SS, Internal Fasteners: SS A2, Painting: epoxy powder coating with minimum 250 microns; RAL5017, AUMA / ROTARK make Electrical Actuator,On-Off type, Integral Starter, Manual Override, Weather proof enclosure,excluding GST for FB-01 to 04 Clear water line

Electric Actuator operated Butterfly Valve: Supply, installation of DI/DF Motorized Butterfly Valve, PN16, Double Offset, Short Body, Body/Disc-DI GGG50, Drilling -EN 1092-2, Body Seat- Integral, Disc seal: EPDM seat, Seal retaining ring: SS, Internal Fasteners: SS A2, Painting: epoxy powder coating with minimum 250 microns; RAL5017, AUMA / ROTARK make Electrical Actuator,On-Off type, Integral Starter, Manual Override, Weather proof enclosure,excluding GST for FB-01 to 04 Air Line-150mm

Level Switch-High for Filter-01 to 04 to stop the back wash filling Pump

Level Switch-Medium for Filter-01 to 04 to start bak wash filling Pump

Level Switch-Low for Filter-01 to 04 to pause the back wash cycle in Filter Bed

pH measuring System for clear water chamber outlet

Turbidity measuring System for clear water chamber outlet

Residual Chlorine measuring System for clear water chamber outlet

Ultrasonic Clampon Flow meter for common Clear Water outlet flow monitoring.

Utra sonic level transmitter for 600KL clear water sump

Post Chlorination System; 2-5 Kg/Hr.

Ultrasonic Level Transmitter /Indicator for Back wash Tank

Level Swith-High for Back wash Tank

Level Switch-Low for Back wash Tank

Ultrasonic Level Transmitter/Indicator for clear water chamber

Level Switch-High for Clear water chamber

Level Switch-Low for Clear water chamber

Ultrasonic Level Transmitter /Indicator for Service water Tank

Level Swith-High for Service water Tank

Level Switch-Low for Service water Tank

Ultrasonic Level Transmitter / Indicator for Alum dosing Tank-1

Level Swith-High for Alum dosing Tank-1

Level Switch-Low for Alum dosing Tank-1

Ultrasonic Level Transmitter / Indicator for Alum dosing Tank-2

Level Swith-High for Alum dosing Tank-2

Level Switch-Low for Alum dosing Tank-2

Pressure Safety Valve (PSV) for Air Blower-1

Pressure Safety Valve (PSV) for Air Blower-2

2 Core x 1.0 Sq. mm,Copper multistrand, armoured Cable

1Pair x 1.0 Sq. mm, Copper multistrand, armoured Cable

3 Core x 1.5 Sq. mm, Copper multistrand, armoured Cable

Programmable Logic Controller System (PLC), Siemens/ Honeywell / Equalent, based SCADA Hardware and network with necessary PSU,CPU, I/O cards, with I/O count- DO:48, DI: 128, AI:60, AO:48, suitable for the application, Computer System with 8GB RAM and 1TB Hard Disk including Windows Operating System, Key Board,Mouse with 21" LED Monitor,excluding GST.Programmable Logic Controller System (PLC) based SCADA Hardware and network

Motors / Drives Running feedback indication:Alum dosing Tank-1 Agitator Running feedback -1NoAlum dosing Tank-2 Agitator Running feedback -1NoFlash Mixer-1 Agitator Running feedback -1NoFlash Mixer-2 Agitator Running feedback -1NoFlocculator Bridge Drive Running feedback -1NoFlocculator Paddle Drive Running feedback -1NoPre-Chlorine System Booster Pump-1 Running feedback -1NoPre-Chlorine System Booster Pump-2 Running feedback -1NoBack wash Pump-1 Running feedback -1NoBack wash Pump-2 Running feedback-1NoService water Pump-1 Running feedback-1NoService water Pump-2 Running feedback -1NoAir Blower-1 Running feedback -1NoAir Blower-2 Running feedback -1NoMotors/Drives Remote Start/Stop including the followingAlum dosing Tank-1 Agitator Start/Stop command -1NoAlum dosing Tank-2 Agitator Start/Stop command-1NoFlash Mixer-1 Agitator Start/Stop command -1NoFlash Mixer-2 Agitator Start/Stop command-1NoFlocculator Bridge Drive Start/Stop command-1NoFlocculator Paddle Drive Start/Stop command -1NoPre-Chlorine System Booster Pump-1 Start/Stop command -1NoPre-Chlorine System Booster Pump-2 Start/Stop command -1NoBack wash Pump-1 Start/Stop command -1NoBack wash Pump-2 Start/Stop command -1NoService water Pump-1 Start/Stop command -1NoService water Pump-2 Start/Stop command -1NoAir Blower-1 Start/Stop command -1NoAir Blower-2 Start/Stop command -1No

SCADA Software System, Siemens/Honeywell/Equalent. The software shall provide user interface to control & monitor the scheme and generate necessary reports,excluding GST.

Operating Console for SCADA system.

Providing independent earthing for Important equipment with 100mm dia C.I /G.I Pipe with Flange 1.5m long enclosed in brick massonry chamber of 450m x 450m x 400mm, required chemicals / Salt and Charcoal etc.

New LT Panel for RSF Equipment: Supply installation testing and commissioning of 3 phase and neutral 415V free standing floor mounted MV panel made out of No.14/16 gauge CRCA sheet steel after 7 tank process and painting with powder coating. The panel shall consists of suitable rating TPN with suitable bus bars (with rating of 0.8A/ Sqmm) supported with DMC /SMC barriers and colour coaded with heat shrinkable sleeves. The metering shall be provided as specified. The panel shall have short-circuit with standing capacities of minimum 50KA and consists of switchgear as mentioned below.The panel shall be got manufactured from the manufacturers of CPRI test certificate only. The panel shall be mounting on U channels including supply and fixing including painting with powder coating including internal connections cost and conveyance of all materials & labour charges.

3 Core x 2.5 Sq. mm,Copper multistrand, armoured Cable (20 x 50 Rmt.) for Ele.Actuators.

Remote monitoring system for data acquisition/data transfer & alert SMS /warning based on GSM technology with complete hardware like wireless communication device, cables,necessary software system (BOM with each GSM system is as given below) for each flow meter excluding data SIM card & its regular billing.a) Wireless communication device to communicate between central computer & flow transmitter installed at remote site with GSM based system b) DA Scheduler software for CSV file storage and data acquisition c) Cables for pressure, flow & totalized details from transmitter to field gate system {10 Mtrs with each GSM / GPRS system) d) OPC Software to be installed in central PC for SCADA interface. e) Commissioning charges for each locations f) Customized page with Java Applets XML-Data import software for online MIMIC g) R.F. Module / Cyble for operation of AMR h) RTU ( Remote Terminal Unit)

Fixing flow meter transmitter to internal walls of buildings in a suitably designed panel cabinet with proper locking arrangement with glass window on front door for seeing the readings of flow transmitter and data logger without opening of the panel cabinet. It should house complete ancillaries and including the provision for connection of electrical power supply from nearby apparatus. The panel cabinet shall be prewired and with suitable gland entries. enclosure pannel for each flow meter

Providing Automation and SCADA for 3Nos of 163KW clear water pumpsets to pump Rangayanakagutta command area

VFD Panel,163 KW,with all the necessary controls and protections, including facility for remote monitoring.

Electric Actuator operated Butterfly Valve: Supply, installation of DI/DF Motorized Butterfly Valve, PN16, Double Offset, Short Body, Body/Disc-DI GGG50, Drilling -EN 1092-2, Body Seat- Integral, Disc seal: EPDM seat, Seal retaining ring: SS, Internal Fasteners: SS A2, Painting: epoxy powder coating with minimum 250 microns; RAL5017, AUMA / ROTARK make Electrical Actuator,On-Off type, Integral Starter, Manual Override, Weather proof enclosure,excluding GST., 250 mm

Electric Actuator operated Butterfly Valve: Supply, installation of DI/DF Motorized Butterfly Valve, PN16, Double Offset, Short Body, Body/Disc-DI GGG50, Drilling -EN 1092-2, Body Seat- Integral, Disc seal: EPDM seat, Seal retaining ring: SS, Internal Fasteners: SS A2, Painting: epoxy powder coating with minimum 250 microns; RAL5017, AUMA / ROTARK make Electrical Actuator,On-Off type, Integral Starter, Manual Override, Weather proof enclosure,excluding GST., 200 mm

Providing, installation, testing and commissioning of ULTRASONIC LEVEL TRANSMITTER for water application : Principle: Time of Flight / Sensor MOC PP/ Process connection 1 1/2 inch BSP or 2 inch BSP threaded type / Power Supply: 24 V DC / Out put: 4-20mA / Display: Integral Display for rogramming and Display reading/IP66. Ranging from 0 - 5 Mts, including LCD Display and configurable to any level and warranty for 5 years. The rates are excluding GST.Ultrasonic Level Transmitter /Indicator for Intakewell

Providing, installation, testing and commissioning of PRESSURE TRANSMITTER: for water application: Range: 0-10 bar/power supply: 24 V DC / Output: 4-20 mA with HART / Diaphragm: SS316L / Process Connection: ½ “NPT (M) / Accuracy: 0.15% , Protection: IP67, including LCD Display and configurable to any level and warranty for 5 years. The rates are excluding GST.

Providing,installing and giving satisfactory test & trial of Ultrasonic clamp on Fixed type flow meter working on conditions & specifications, calibration, inspection, testing, training, guarantees and manufacturers test certificate/ declaration copy along with accessories exluding GST for Common delivery line

Programmable Logic Controller System (PLC), Siemens/ Honeywell / Equalent, based SCADA Hardware and network with necessary PSU,CPU, I/O cards, with I/O count- DO:48, DI: 128, AI:60, AO:48, suitable for the application, Computer System with 8GB RAM and 1TB Hard Disk including Windows Operating System, Key Board,Mouse with 21" LED Monitor,excluding GST.Programmable Logic Controller System (PLC) based SCADA Hardware and network

SCADA Software System, Siemens/Honeywell/Equalent. The software shall provide user interface to control & monitor the scheme and generate necessary reports,excluding GST.

3 Core x 1.5 Sq. mm, Copper multistrand, armoured Cable for Power Supply. ELEC- 1.5.7

2 Core x 1.5 Sq. mm,Copper multistrand, armoured Cable

1Pair x 1.0 Sq. mm, Copper multistrand, armoured Cable

3 Core x 2.5 Sq. mm,Copper multistrand, armoured Cable (6 x 50 Rmt.) for Ele. Actuators.ELEC- 1.5.7 (h)

Operating Console for SCADA system.

Providing independent earthing for Important equipment with 100mm dia C.I /G.I Pipe with Flange 1.5m long enclosed in brick massonry chamber of 450m x 450m x 400mm, required chemicals / Salt and Charcoal etc.

Remote monitoring system for data acquisition/data transfer & alert SMS /warning based on GSM technology with complete hardware like wireless communication device, cables,necessary software system (BOM with each GSM system is as given below) for each flow meter excluding data SIM card & its regular billing.a) Wireless communication device to communicate between central computer & flow transmitter installed at remote site with GSM based system b) DA Scheduler software for CSV file storage and data acquisition c) Cables for pressure, flow & totalized details from transmitter to field gate system {10 Mtrs with each GSM / GPRS system) d) OPC Software to be installed in central PC for SCADA interface. e) Commissioning charges for each locations f) Customized page with Java Applets XML-Data import software for online MIMIC g) R.F. Module / Cyble for operation of AMR h) RTU ( Remote Terminal Unit)

Fixing flow meter transmitter to internal walls of buildings in a suitably designed panel cabinet with proper locking arrangement with glass window on front door for seeing the readings of flow transmitter and data logger without opening of the panel cabinet. It should house complete ancillaries and including the provision for connection of electrical power supply from nearby apparatus. The panel cabinet shall be prewired and with suitable gland entries. enclosure pannel for each flow meter

Power Cables for VFDs

Control Cables for VFDs

Providing Automation and SCADA for 3Nos of 150KW clear water pumpsets to pump Ramanagutta command area

VFD Panel,150 KW,with all the necessary controls and protections, including facility for remote monitoring.

Electric Actuator operated Butterfly Valve: Supply, installation of DI/DF Motorized Butterfly Valve, PN16, Double Offset, Short Body, Body/Disc-DI GGG50, Drilling -EN 1092-2, Body Seat- Integral, Disc seal: EPDM seat, Seal retaining ring: SS, Internal Fasteners: SS A2, Painting: epoxy powder coating with minimum 250 microns; RAL5017, AUMA / ROTARK make Electrical Actuator,On-Off type, Integral Starter, Manual Override, Weather proof enclosure,excluding GST., 250 mm

Electric Actuator operated Butterfly Valve: Supply, installation of DI/DF Motorized Butterfly Valve, PN16, Double Offset, Short Body, Body/Disc-DI GGG50, Drilling -EN 1092-2, Body Seat- Integral, Disc seal: EPDM seat, Seal retaining ring: SS, Internal Fasteners: SS A2, Painting: epoxy powder coating with minimum 250 microns; RAL5017, AUMA / ROTARK make Electrical Actuator,On-Off type, Integral Starter, Manual Override, Weather proof enclosure,excluding GST., 200 mm

Providing, installation, testing and commissioning of ULTRASONIC LEVEL TRANSMITTER for water application : Principle: Time of Flight / Sensor MOC PP/ Process connection 1 1/2 inch BSP or 2 inch BSP threaded type / Power Supply: 24 V DC / Out put: 4-20mA / Display: Integral Display for rogramming and Display reading/IP66. Ranging from 0 - 5 Mts, including LCD Display and configurable to any level and warranty for 5 years. The rates are excluding GST.Ultrasonic Level Transmitter /Indicator for Intakewell

Providing, installation, testing and commissioning of PRESSURE TRANSMITTER: for water application: Range: 0-10 bar/power supply: 24 V DC / Output: 4-20 mA with HART / Diaphragm: SS316L / Process Connection: ½ “NPT (M) / Accuracy: 0.15% , Protection: IP67, including LCD Display and configurable to any level and warranty for 5 years. The rates are excluding GST.

Providing,installing and giving satisfactory test & trial of Ultrasonic clamp on Fixed type flow meter working on conditions & specifications, calibration, inspection, testing, training, guarantees and manufacturers test certificate/ declaration copy along with accessories exluding GST for Common delivery line

Programmable Logic Controller System (PLC), Siemens/ Honeywell / Equalent, based SCADA Hardware and network with necessary PSU,CPU, I/O cards, with I/O count- DO:48, DI: 128, AI:60, AO:48, suitable for the application, Computer System with 8GB RAM and 1TB Hard Disk including Windows Operating System, Key Board,Mouse with 21" LED Monitor,excluding GST.Programmable Logic Controller System (PLC) based SCADA Hardware and network

SCADA Software System, Siemens/Honeywell/Equalent. The software shall provide user interface to control & monitor the scheme and generate necessary reports,excluding GST.

3 Core x 1.5 Sq. mm, Copper multistrand, armoured Cable for Power Supply.

2 Core x 1.0 Sq. mm,Copper multistrand, armoured Cable

1Pair x 1.0 Sq. mm, Copper multistrand, armoured Cable

3 Core x 2.5 Sq. mm,Copper multistrand, armoured Cable (6 x 50 Rmt.) for Ele. Actuators.

Operating Console for SCADA system.

Providing independent earthing for Important equipment with 100mm dia C.I /G.I Pipe with Flange 1.5m long enclosed in brick massonry chamber of 450m x 450m x 400mm, required chemicals / Salt and Charcoal etc.

Remote monitoring system for data acquisition/data transfer & alert SMS /warning based on GSM technology with complete hardware like wireless communication device, cables,necessary software system (BOM with each GSM system is as given below) for each flow meter excluding data SIM card & its regular billing.a) Wireless communication device to communicate between central computer & flow transmitter installed at remote site with GSM based system b) DA Scheduler software for CSV file storage and data acquisition c) Cables for pressure, flow & totalized details from transmitter to field gate system {10 Mtrs with each GSM / GPRS system) d) OPC Software to be installed in central PC for SCADA interface. e) Commissioning charges for each locations f) Customized page with Java Applets XML-Data import software for online MIMIC g) R.F. Module / Cyble for operation of AMR h) RTU ( Remote Terminal Unit)

Fixing flow meter transmitter to internal walls of buildings in a suitably designed panel cabinet with proper locking arrangement with glass window on front door for seeing the readings of flow transmitter and data logger without opening of the panel cabinet. It should house complete ancillaries and including the provision for connection of electrical power supply from nearby apparatus. The panel cabinet shall be prewired and with suitable gland entries. enclosure pannel for each flow meter

Power Cables for VFDs

Control Cables for VFDs

Providing Automation and SCADA for feeder mains and ELSRs in all zones

Providing,installing and giving satisfactory test & trial of Ultrasonic clamp on Fixed type flow meter working on conditions & specifications, calibration, inspection, testing, training, guarantees and manufacturers test certificate/ declaration copy along with accessories exluding GST 600KL ELBR at Ranganayakgutta1200KL ELBR at Ramanagutta Ranganayakgutta command area Ramanagutta command areaLakaram 5mld WTP Command areaGrid segment command area

Providing, installation, testing and commissioning of ULTRASONIC LEVEL TRANSMITTER for water application : Principle: Time of Flight / Sensor MOC PP/ Process connection 1 1/2 inch BSP or 2 inch BSP threaded type / Power Supply: 24 V DC / Out put: 4-20mA / Display: Integral Display for rogramming and Display reading/IP66. Ranging from 0 - 5 Mts, including LCD Display and configurable to any level and warranty for 5 years. The rates are excluding GST

Large Size Level Display Unit: Supply, Delivery, Installation and Commissioning of “Large Size Digital Display Indicators” for remote indication of ELSR/ELBR: Input : 4-20 mA , Display : 4 Inch size 7-Segment Red LED Display, Supply : 230 V AC, Transmitter Power Supply: 24 VDC , Enclosure Material: MS powder coated, IP 20 wall mount, including installation as per the requirement of Dept. officials.

Electric Actuator operated Butterfly Valve: Supply, installation of DI/DF Motorized Butterfly Valve, PN16, Double Offset, Short Body, Body/Disc-DI GGG50, Drilling -EN 1092-2, Body Seat- Integral, Disc seal: EPDM seat, Seal retaining ring: SS, Internal Fasteners: SS A2, Painting: epoxy powder coating with minimum 250 microns; RAL5017, AUMA / ROTARK make Electrical Actuator,On-Off type, Integral Starter, Manual Override, Weather proof enclosure,excluding GST.300mm

Supply of 3 core 1.5sqmm PVC / XLPE Insulated Sheathed Multi Core Bright Annealed Bare Copper Conductor Heavy Duty Industrial Cables for Voltage Grade upto 1100 Volts as per IS: 694:1990 including all transportation charges etc complete. Makes : Finolex / RR kabel / Havells / Polycab / RPG / KEI / Gloster / V-Guard / Finecab / SPM / Gemini / Unistar / Windsor / Payal / Fortune Arrt / Avocab / Pawancab / Nakoda / HPL / Sudhakar /

Supply of 4 core 1.5sqmm PVC / XLPE Insulated Sheathed Multi Core Bright Annealed Bare Copper Conductor Heavy Duty Industrial Cables for Voltage Grade upto 1100 Volts as per IS: 694:1990 including all transportation charges etc complete. Makes : Finolex / RR kabel / Havells / Polycab / RPG / KEI / Gloster / V-Guard / Finecab / SPM / Gemini / Unistar / Windsor / Payal / Fortune Arrt / Avocab / Pawancab / Nakoda / HPL / Sudhakar etc feed back cable

Supply of 3 Core x 2.5 Sq. mm, PVC / XLPE Insulated Sheathed Multi Core Bright Annealed Bare Copper Conductor Heavy Duty Industrial Cables for Voltage Grade upto 1100 Volts as per IS: 694:1990 including all transportation charges etc complete. Makes : Finolex / RR kabel / Havells / Polycab / RPG / KEI / Gloster / V-Guard / Finecab / SPM / Gemini / Unistar / Windsor / Payal / Fortune Arrt / Avocab / Pawancab / Nakoda / HPL / Sudhakar etc for Ele.Actuators.

1Pair x 1.0 sq. mm, Signal Cable

Fixing flow meter transmitter to internal walls of buildings in a suitably designed panel cabinet with proper locking arrangement with glass window on front door for seeing the readings of flow transmitter and data logger without opening of the panel cabinet. It should house complete ancillaries and including the provision for connection of electrical power supply from nearby apparatus. The panel cabinet shall be prewired and with suitable gland entries. enclosure pannel for each flow meter

Remote monitoring system for data acquisition/data transfer & alert SMS /warning based on GSM technology with complete hardware like wireless communication device, cables,necessary software system (BOM with each GSM system is as given below) for each flow meter excluding data SIM card & its regular billing.a) Wireless communication device to communicate between central computer & flow transmitter installed at remote site with GSM based system b) DA Scheduler software for CSV file storage and data acquisition c) Cables for pressure, flow & totalized details from transmitter to field gate system {10 Mtrs with each GSM / GPRS system) d) OPC Software to be installed in central PC for SCADA interface. e) Commissioning charges for each locations f) Customized page with Java Applets XML-Data import software for online MIMIC g) R.F. Module / Cyble for operation of AMR h) RTU ( Remote Terminal Unit)

ON/OFF Controller Unit for ELSR

Providing Instrumentation and Automation for providing 24x7 water supply

Supply, Erection and Commissioning of Water Management District (WMD System) / OMS System which should be able to control the flow as per demand to facilitate Uniform Distribution of Water to the Consumers Zone irrespective of its location, elevation and distance from the water source. The system should be able to record, monitor and control the cumulative quantity delivered to the Consumers without any external Electric Energy and with minimum recurring cost for Communication with GSM/GPRS/RADIO etc. Consisting of, Pressure Flow Control Monitoring Device (PFCMD), Special Combination air valves, automation system for remote control and monitoring, isolation wafertype butterfly valve, Enclosure made up of Reinforced polyster with door having vandalism alert, as per detailed specifications 250mm dia

Supply, Erection and Commissioning of Water Management District (WMD System) / OMS System which should be able to control the flow as per demand to facilitate Uniform Distribution of Water to the Consumers Zone irrespective of its location, elevation and distance from the water source. The system should be able to record, monitor and control the cumulative quantity delivered to the Consumers without any external Electric Energy and with minimum recurring cost for Communication with GSM/GPRS/RADIO etc. Consisting of, Pressure Flow Control Monitoring Device (PFCMD), Special Combination air valves, automation system for remote control and monitoring, isolation wafertype butterfly valve, Enclosure made up of Reinforced polyster with door having vandalism alert, as per detailed specifications 300mm dia

Supply, Erection and Commissioning of Water Management District (WMD System) / OMS System which should be able to control the flow as per demand to facilitate Uniform Distribution of Water to the Consumers Zone irrespective of its location, elevation and distance from the water source. The system should be able to record, monitor and control the cumulative quantity delivered to the Consumers without any external Electric Energy and with minimum recurring cost for Communication with GSM/GPRS/RADIO etc. Consisting of, Pressure Flow Control Monitoring Device (PFCMD), Special Combination air valves, automation system for remote control and monitoring, isolation wafertype butterfly valve, Enclosure made up of Reinforced polyster with door having vandalism alert, as per detailed specifications 400mm dia

Supply, Erection and Commissioning of Water Management District (WMD System) / OMS System which should be able to control the flow as per demand to facilitate Uniform Distribution of Water to the Consumers Zone irrespective of its location, elevation and distance from the water source. The system should be able to record, monitor and control the cumulative quantity delivered to the Consumers without any external Electric Energy and with minimum recurring cost for Communication with GSM/GPRS/RADIO etc. Consisting of, Pressure Flow Control Monitoring Device (PFCMD), Special Combination air valves, automation system for remote control and monitoring, isolation wafertype butterfly valve, Enclosure made up of Reinforced polyster with door having vandalism alert, as per detailed specifications 450mm dia

Providing, installation, testing and commissioning of PRESSURE TRANSMITTER: for water application: Range: 0-10 bar/power supply: 24 V DC / Output: 4-20 mA with HART / Diaphragm: SS316L / Process Connection: ½ “NPT (M) / Accuracy: 0.15% , Protection: IP67, including LCD Display and configurable to any level and warranty for 5 years. The rates are excluding GST.

Providing,installing and giving satisfactory test & trial of Ultrasonic clamp on Fixed type flow meter working on conditions & specifications, calibration, inspection, testing, training, guarantees and manufacturers test certificate/ declaration copy along with accessories exluding GST

Fixing flow meter transmitter to internal walls of buildings in a suitably designed panel cabinet with proper locking arrangement with glass window on front door for seeing the readings of flow transmitter and data logger without opening of the panel cabinet. It should house complete ancillaries and including the provision for connection of electrical power supply from nearby apparatus. The panel cabinet shall be prewired and with suitable gland entries. enclosure pannel for each flow meter

On line water quality monitoring parameters: 1)pH monitoring: Consisting pH Sensor & Transmitter with suitable interconnecting signal cable, built in temperature compensation, 0-14 measuring range, 4-20 mA current signal transmitter output with local display, 230 VAC / 24 VDC power supply for transmitter, ABS/Polycarbonate non corrosive housing for transmitter.2)Turbidity monitoring: Consisting Turbidity Sensor & Transmitter with suitable interconnecting signal cable, 0-3000 ppm/0-3 g/L measuring range, built in temperature compensation, 4-20 mA current signal transmitter output with local display, 230 VAC / 24 VDC power supply for transmitter, ABS/Polycarbonate non corrosive housing for transmitter and 3)Chlorine monitoring: Consisting Chlorine Sensor & Transmitter with suitable interconnecting signal cable, 0 -5 ppm free chlorine measuring range, 4-20 mA current signal transmitter output with local display, 230 VAC / 24 VDC power supply for transmitter, ABS/Polycarbonate non corrosive housing for transmitter.Each DMA

Remote monitoring system for data acquisition/data transfer & alert SMS /warning based on GSM technology with complete hardware like wireless communication device, cables,necessary software system (BOM with each GSM system is as given below) for each flow meter excluding data SIM card & its regular billing.a) Wireless communication device to communicate between central computer & flow transmitter installed at remote site with GSM based system b) DA Scheduler software for CSV file storage and data acquisition c) Cables for pressure, flow & totalized details from transmitter to field gate system {10 Mtrs with each GSM / GPRS system) d) OPC Software to be installed in central PC for SCADA interface. e) Commissioning charges for each locations f) Customized page with Java Applets XML-Data import software for online MIMIC g) R.F. Module / Cyble for operation of AMR h) RTU ( Remote Terminal Unit)

Supply andd Fixing, Installation,commissioning LORA gateways alonng with the backhual option at the location with 1 year warranty as per specification. Mentioned in the (Technical Specifications document )

Real Time Monitoring System (RTMS) and SCADA : Design, development, supply and implementation of RTMS, consisting of of Dashboard suitable for Client application including complete Application Software. It should include Parameters like Rate of Water Flow, totalisation of daily water quantities.

Internet charges for Gateways installed for Qty Gateways mentioned for 1 year period

Commissioning of 24X7 water supply system

Engaging Fitters for Commissioning of 24x7 Water Supply in all 5 zones including all allowances as per labour act and government guidelines as per the requirement of the Engineer in Charge of KSCCL

Engaging Helpers for Commissioning of 24x7 Water Supply in all 5 zones including all allowances as per labour act and government guidelines as per the requirement of the Engineer in Charge

Engaging of Guage Reader/ Mechanic/ Lineman for Commissioning of 24x7 Water Supply in all 5 zones including all allowances as per labour act and government guidelines as per the requirement of the Engineer in Charge

Engaging of Engineer for Commissioning of 24x7 Water Supply in all five zones Production of records in requisite formats requirements including all allowances as per labour act and government guidelines as per the requirement of the Engineer in Charge

Door to Door consumer survey

Door to Door consumer Survey for Zone 3 of Khammam Water Supply Scheme Carrying out consumer survey in order to collect identification details, socio-economic characteristics, details of consumers connection, details of consumption of water usage, preparing database system including all the attribute tables of consumers data matching of consumer survey data with billing data, integration of consumer survey with GIS layer, showing coverage of water, supply scheme on digitised map using different annotations, data connecting for the attribute tables to the point feature representing consumer in appropriate GIS software etc. complete as per prescribed format, as per direction of Enqineer-in-charge and detailed specification etc. complete