Public Health And Municipal Engineering Department Tender

Earthwork in excavation by Mechanical means for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD/304 MORTH

Collection, Supply and filling of borrowed earth from approved quarry including cost and conveyance of all material and labour charges etc complete - Filling the deep Cuts

Collection, Supply and filling of borrowed earth from approved quarry including cost and conveyance of all material and labour charges etc complete - Levelling of site area

Construction of Granular Sub-base by providing HBT (Trap) Material confirming to Granding V of MORTH Table 400-1 including cost and conveyance of all materials to work site and spreading in uniformlayors with motor grader or by approved means on prepared surface mixing by mix in place method with Rotavator / Approved means at OMC and compacting with vibratory roller to achive the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the ENgineer-in-charge. Excluding Seingorage Charges.

Providing, Laying, Spreading and compacting graded HBT(Trap) Crushed metal aggregate to Wet Mix macadem specification (5th Revision) as per Table 13, including cost of all materials and including premixing the material water at OMC in Mechanical mix plant carriage of mixed material by tipper site, laying in uniform layers with payer in basic courses on well prepared surface and compacting with Vibratory roller to achive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification 406 (5th revision) for finished item of works Excluding Seingorage Charges.

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 mictron 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.

Earth work excavation for structures as per drawings and technical specification clause 305.1 including setting out, construction of shoreing and bracing ,removal of stumps and other deletarious materials and disposal upto a lead of 50 mts ,dressing of sides and bottom and back filling in trenches with excavated suitable material as per T.S 305MORD/304MORTH - Manual Means

Earth work excavation for structures as per drawings and technical specification clause 305.1 including setting out, construction of shoreing and bracing ,removal of stumps and other deletarious materials and disposal upto a lead of 50 mts ,dressing of sides and bottom and back filling in trenches with excavated suitable material as per T.S 305MORD/304MORTH - Mechanical Means

Collection and Supply of stone dust for filling including cost and conveyance of all materials and labour charges etc as per S.S and as directed by the Departmental authorities.

Laying VCC (1:4:8) using 40mm HBG m/c metal and OPC including cost & conveyance of all materials, labor charges, centering, machinery, laying in position, vibration, curing and all incidental chrges etc., complete for lean concrete for bed concrete

Laying of VCC M15-Nominal 1:2.5:5 (machine mixed) Mix using 20mm HBG metal and OPC including cost and conveyance of all materials and labour charges,centering,mechineery,laying position, vibrating and curing for 21 days etc., complete for bed concrete

Laying of VCC M15-Nominal 1:2.5:5 (machine mixed) Mix using 20mm HBG metal and OPC including cost and conveyance of all materials and labour charges,centering,mechineery,laying position, vibrating and curing for 21 days etc., complete for side walls of drain

Earth work excavation for structures as per drawings and technical specification clause 305.1 including setting out, construction of shoreing and bracing ,removal of stumps and other deletarious materials and disposal upto a lead of 50 mts ,dressing of sides and bottom and back filling in trenches with excavated suitable material as per T.S 305MORD/304MORTH - Manual Means

Earth work excavation for structures as per drawings and technical specification clause 305.1 including setting out, construction of shoreing and bracing ,removal of stumps and other deletarious materials and disposal upto a lead of 50 mts ,dressing of sides and bottom and back filling in trenches with excavated suitable material as per T.S 305MORD/304MORTH for Mechanical means

Collection and Supply of stone dust for filling including cost and conveyance of all materials and labour charges etc as per S.S and as directed by the Departmental authorities for drain portion

Laying VCC (1:4:8) using 40mm HBG m/c metal and OPC including cost & conveyance of all materials, labor charges, centering, machinery, laying in position, vibration, curing and all incidental chrges etc., complete for lean concrete for bed concrete

Laying of VCC M15-Nominal 1:2.5:5 (machine mixed) Mix using 20mm HBG metal and OPC including cost and conveyance of all materials and labour charges,centering,mechineery,laying position, vibrating and curing for 21 days etc., complete for bed concrete

Laying of VCC M15-Nominal 1:2.5:5 (machine mixed) Mix using 20mm HBG metal and OPC including cost and conveyance of all materials and labour charges,centering,mechineery,laying position, vibrating and curing for 21 days etc., complete for side walls of drain

Earth work excavation for structures as per drawings and technical specification clause 305.1 including setting out, construction of shoreing and bracing ,removal of stumps and other deletarious materials and disposal upto a lead of 50 mts ,dressing of sides and bottom and back filling in trenches with excavated suitable material as per T.S 305MORD/304MORTH - Manual Means

Earth work excavation for structures as per drawings and technical specification clause 305.1 including setting out, construction of shoreing and bracing ,removal of stumps and other deletarious materials and disposal upto a lead of 50 mts ,dressing of sides and bottom and back filling in trenches with excavated suitable material as per T.S 305MORD/304MORTH for Mechanical means

Collection and Supply of stone dust for filling including cost and conveyance of all materials and labour charges etc as per S.S and as directed by the Departmental authorities for drain portion

Laying VCC (1:4:8) using 40mm HBG m/c metal and OPC including cost & conveyance of all materials, labor charges, centering, machinery, laying in position, vibration, curing and all incidental chrges etc., complete for lean concrete

Laying of VCC M15-Nominal 1:2.5:5 (machine mixed) Mix using 20mm HBG metal and OPC including cost and conveyance of all materials and labour charges,centering,mechineery,laying position, vibrating and curing for 21 days etc., complete for bed concrete

Laying of VCC M15-Nominal 1:2.5:5 (machine mixed) Mix using 20mm HBG metal and OPC including cost and conveyance of all materials and labour charges,centering,mechineery,laying position, vibrating and curing for 21 days etc., complete for side walls of drain

Earth work excavation for structures as per drawings and technical specification clause 305.1 including setting out, construction of shoreing and bracing ,removal of stumps and other deletarious materials and disposal upto a lead of 50 mts ,dressing of sides and bottom and back filling in trenches with excavated suitable material as per T.S 305MORD/304MORTH.

Earth work excavation for structures as per drawings and technical specification clause 305.1 including setting out, construction of shoreing and bracing ,removal of stumps and other deletarious materials and disposal upto a lead of 50 mts ,dressing of sides and bottom and back filling in trenches with excavated suitable material as per T.S 305MORD/304MORTH.

Collection and Supply of stone dust for filling including cost and conveyance of all materials and labour charges etc as per S.S and as directed by the Departmental authorities.

Laying VCC (1:4:8) using 40mm HBG m/c metal and OPC including cost & conveyance of all materials, labor charges, centering, machinery, laying in position, vibration, curing and all incidental chrges etc., complete for lean concrete.

Laying of VCC M15-Nominal 1:2.5:5 (machine mixed) Mix using 20mm HBG metal and OPC including cost and conveyance of all materials and labour charges,centering,mechineery,laying position, vibrating and curing for 21 days etc., complete for culverts portion bed

Laying of VCC M15-Nominal 1:2.5:5 (machine mixed) Mix using 20mm HBG metal and OPC including cost and conveyance of all materials and labour charges,centering,mechineery,laying position, vibrating and curing for 21 days etc., complete for culverts portion side wall

RCC M-20 Nominal mix (cement,fine aggregate,coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded mechine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate (sand),oarse aggregate,water etc, to site and including seigniorage charges ,sales & Other taxes on all materials including all operational incidental and labour charges such as machine mixing laying concrete cruing etc.complete but excluding cost of steel and its fabrication charges for finished item of work but excluding centering shuttering for piles of different dia 200 mm thick for culvert slab

Providing High Yield Strength Deformed(HYSD)Steel bars (FE415 Grade as per 1786-1985)of 8mm to 40mm diameter cutting,bending to required sizes and shapes placing in position with cover blocks of approved size and binding wire of SWUG forming grills for reinforcement of work as per approved designs and drawings including cost and conveyance of bars to site of work for finished item of work.(APSS NO 126)_.

Collection and Supply of stone dust for filling including cost and conveyance of all materials and labour charges etc as per S.S and as directed by the Departmental authorities.

Laying VCC (1:4:8) using 40mm HBG m/c metal and OPC including cost & conveyance of all materials, labor charges, centering, machinery, laying in position, vibration, curing and all incidental chrges etc., complete for lean concrete.

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

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126) for pre cast slabs of culverts and drains

Providing and Laying of Interlocking Concrete Block Pavements with precast concrete blocks for paving of M-30 grade and thickness not less than 50 mm conforming to IS15658:2006 in all shapes and designs as per the manufacturer's specification for Low traffic areas as per drawings and Technical Specification Clause 1504 MORD.

Collection and Supply of stone dust for filling including cost and conveyance of all materials and labour charges etc as per S.S and as directed by the Departmental authorities for kerb walls along path ways

Laying VCC (1:4:8) using 40mm HBG m/c metal and OPC including cost & conveyance of all materials, labor charges, centering, machinery, laying in position, vibration, curing and all incidental chrges etc., complete for lean concrete for kerb walls along path ways

Laying of CC M15 Mix using 20mm HBG metal and OPC including cost and conveyance of all materials and labour charges,centering,mechineery,laying position, vibrating and curing for 21 days etc., complete for side walls of drain

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

Collection, supply,spreading and rolling of crusher stone dust with hand roller and watering,etc complete as per SS and as Directed by Dept. officers.RBR-FNDN-2-i -For sump bed

Plain Cement concrete (1:3:6)M10 using 20 mm metal with concrete mixture including cost and conveyance of all materials and labour charges etc. complete as per SS and as directed by the officer in charge of the work - BLD-CSTN-2-5 -For below ground level water sump basement

RCC M30 using 20 mm HBG metal including cost and conveyance of all materials land labour charges for centering, machine mixing, laying, vibrating and curing etc. including all other incidental charges of all T&P etc. for finished item of work as per MoRTH apecifications 1500, 1700, 2100 and 2702 and as directed by the depermental engineers in charge. BLD - CSTN -2 / ii -Bottom raft

RCC M30 using 20 mm HBG metal including cost and conveyance of all materials land labour charges for centering, machine mixing, laying, vibrating and curing etc. including all other incidental charges of all T&P etc. for finished item of work as per MoRTH apecifications 1500, 1700, 2100 and 2702 and as directed by the depermental engineers in charge. BLD - CSTN -2 / ii -Side wall with haunch portion

RCC M30 using 20 mm HBG metal including cost and conveyance of all materials land labour charges for centering, machine mixing, laying, vibrating and curing etc. including all other incidental charges of all T&P etc. for finished item of work as per MoRTH apecifications 1500, 1700, 2100 and 2702 and as directed by the depermental engineers in charge. BLD - CSTN -2 / ii - Slab

Supplying, fitting and placing HYSD -Fe-415 bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded._ BLD - CSTN - 2 -19.

Drilling of Bore well by down the hole hammer drilling to a finished dia of 165 mm dia in all formations suitable for down the hole hammer drilling such as medium hard rock formation to hard rock formation, all consolidated formation etc. and drilling in over burden to dia not less than 200 mm etc and reaming the bore well to suit insertion of suitable casing pipe etc., including insertion of casing pipe with couplings, caps any other relevant materials upto required depth as directed by the department including transportation of drilling rigs and supporting vehicle and including bore development (Flushing of Bore Well at an average pressure of 150 PSI) conducting yield test, consumables charges, Crew charges required in fixation of pipe assembly completely done to the satisfaction of the department and including all labour charges but excluding all taxes, the cost of casing pipe, couplings, cap etc., The entire work should be carried out as per IS -2800 Part I & II 1979 and amended from time to time.(PH table No.38,Pg111) -1 Rmt(Drilling of Bore well 165 mm dia. up to 90.00 m depth)

Manufacture, Supply and Delivery of Unplasticised PVCs Pipes for casing(250/180mm) potable water supplies conforming to IS : 4985/2000 (3rd revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) inclusive of transportation to the sub-divisional stores anywhere in AP excluding all taxes.(VP NO 111,Table No.38,item(9)) -225mm dia PVC Casing pipe 4Kg/cms per RM

Manufacture, Supply and Delivery of Unplasticised PVCs Pipes for casing(250/180mm) potable water supplies conforming to IS : 4985/2000 (3rd revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) inclusive of transportation to the sub-divisional stores anywhere in AP excluding all taxes.(VP NO 111,Table No.38,item(9)) -180mm dia PVC Casing pipe 6Kg/cms per RM

Labour charges for sloting of pipes including all labour charges etc complete for 180 mm dia borewells,pipe sloting charges. -For 180mm Dia.PVC Pipe

Manufacture, Supply, & Delivery of HDPE Pipe 32 mm Dia including transportation to anywhere in A.P, (10.00 kg/Sqcm) into the bore, From bore to sump

Geological survey charges

Laying, jointing of 32 mm HDPE pipes as per BIS No.7634 part-III/75 for PVC and BIS No.7634 part-II/75 for HDPE pipes including trench excavation and refilling. -From bore to sump

Supply of 3 Core 2.5 sqmm Flat Copper cable of ISI for Submersible Motors confirming to IS:694:1990. Makes : As per list of recommended brands as category - From Bore well bottom to Panel board

Supply and Transportation of 1.50 HP 21 Stage ,5star rated submersible motor pumpset, confirming to IS 8034 and motor confirming to IS 9283 with water proof winding,Pump shall be suitable for various delivery head and discharge with stainless steel shaft.Motor suitable for working on 240V ± 10% , SinglePhase 50 Hz AC supply,etc complete for 4" Bore well. Makes: Kirloskar / Crompton / Texmo / CRI / KSB/Lubi/ PSG/AryenVarsha CSSR S.NO 213 ELEC-5.4.1-MAT- 03647

Supply and Transportation of 5.00HP 25 Stage………..,5star rated submersible motor pumpset, confirming to IS 8034 and motor confirming to IS 9283 with water proof winding,Pump shall be suitable for various delivery head and discharge with stainless steel shaft.Motor suitable for working on 415V ± 10% , Three Phase 50 Hz AC supply,etc complete for 4" Bore well. Makes : As per list of recommended brands as category I.

Labour charges for erection of Submersible motor along with all necessary acessories

Fabrication , transportation and supply of suitable size panel board for single phase submersible motor up to 1.5 HP consisting of relay, Contactor, starting and running capacitors, Voltmeter, Ammeter, indicator lamps, MCB , on/off switch including supply and fixing of DOL starter of make C&S/LTLK/ Seimens/ BCH/KSP(Karunya)/ Crompton. complete.,-CONTROL PANEL BOARD FOR MOTOR PUMPSETS CSSR S.No 227 ELEC-5.4.15

Fabrication ,transportationand and supply of wall mounted control panel board of size 600x600x250mm made of 18 SWG CRCA sheet steel enclosure, 14 SWG mounting plate for cable entry fabricated , painted with two coats of Red oxide primer and two coats of Grey paint, lock and key arrangements two side lovures with weld mesh inside etc., complete consisting of the following equipment with all internal wiring using L&T / Finolex copper FRLS cables of suitable size and capacity and cable clamp etc complete for 3 phase motor pump sets. Makes : As per list of recommended brands . Voltmeter ; 0-500 V 96x96mm size. 0 to 20 Amps / 0 50 Amps Ammeter (96x96mm size)-1No. Single phase preventor of suitable range - 1No. 32 A TP, 10KA MCB. - 1No Indication lamps (R-Y-B) with switch control - 1set Voltmeter & Ammeter selector switch - 2 Nos Supply and fixing of ISI Mark suitable capacitor

Supply of 6 SQ.mm.WPTC (Weather Proof Twin Core) ISI Alluminium Wire. Makes: Gold Medal / Million / GM / Vimal / Finecab / Nakoda / Plaza/ Payal / Sudhakar/ Rajnigandha/ Airson/Orbit/ollvin/Beljin CSSR S.No.35 ELEC-1.6.2 -From Transfarmer to Panel Board

Supply, Delivery of ISI marked fully hot dipped galvanized deepwellInida Mark-H Hand Pump assembly complete unit with 10 Nos of connecting rods (bright bar of 12mm dia and 100 mts length each confirming to IS 9301/1990 & IS 14101 to14104:1994 with their amendments / revisions but excluding taxes.. Indian Mark -II Hand Pump Assembly Set

Labour charges for erection of IM-II Hand Pump Assembly with all its accessories and with the required number of 32mmdia CI-13 GI pipes including all taxes and as per the directions ofthe department officers but excluding taxes.

32mm dia GI B-Class pipes per RM

Vibrated plain cement concrete (1:3:6) M10 using 20 mm graded stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. and as directed by the depermental engineers in charge. RBR-FNDN-4G-I-i ((WITH and WITH OUT FORM WORK))

Construction of ELSR With the following specification 60 KL capacity with a staging of 10 m, with Seismic analysis. NOTE: -1). All concrete members shall be designed with M30 grade design mix. 2) For intermediate ranges proportional rates may be adopted 19 3) The above rates are arrived with base rate of Cement Rs.4220/- per MT (as per G.o.Rt.No.2029 Water Resources (Reforms) Dept. Dt:06-10-2022) & Steel Rs 60000/- per MT(Fe 500) (BoCE rates for the month of March-2024). 4)The above rates are applicable for Elevated Level Services Reservoirs / OHSRs for SBC of 15 T/Sqm. a) For every decrease of 2.50 T/Sqm of SBC, the rate shall be increased by 2.50% on basic rate. b) For every increase of 2.5 T/Sqm of SBC, the rate shall be decreased by 1.0% on basic rate up to 20 T/Sqm c) For SBC 10T/Sqm to 7.5 T/Sqm, solid raft shall be provided and for solid raft the rate shall be increased by 10% on basic rate. d) For SBC 7.5 T/Sqm to 5 T/Sqm, solid raft shall be provided and for solid raft the rate shall be increased by 15% on basic rate e) For SBC value of less than 5 T/Sqm, soil improvement shall be adopted, for which additional payment shall be made as per field condition. 5) For every Meter of staging less than 10 m, the rate shall be reduced by Rs.0.05 paisa per liter per every Meter of difference in staging 6) For every Meter of staging above 10 m , the rate shall be increase by Rs.0.10 paisa per liter per every Meter of additional in staging 7) The above rates shall be increased / decreased due to increase / decrease in the cost of cement by Basic Rate x {(Rc-4220)/4220} x 0.07 Rc = Rate of cement (Rs per Mt) at the time of preparation of estimate. 10) The above rates shall be adopted for estimate purposes for construction of ELSR for a finished work including 2 coats of whether proof emulsion painting for external surfaces, lettering, all required fixtures, pipes, bends, valves etc., for pipe connections but excluding cost of pipes, bends and valves as per departmental designs and drawings. 11) The above rates are applicable for wind pressures up to 250 kg / Sq m .For decrease in wind pressure the rate has to be decreased by 5% per every 100kg/Sqm. If the ELSR / OHSR are to be designed for seismic forces also, cost shall be arrived by working out detailed quantities based on the designs. 12) (a)For tribal/Agency / Rural area, the above rates as arrived up to shall be increased by 10%. (b) An additional increase of 7.50% shall be allowed for OHSRs/ELSRs located in agency areas over the above rates for RWS Department works. 13) If the ELSR is to be designed for seismic forces also, cost shall be arrived by working out detailed quantities based on the design & difference to be paid extra. 20 14) If the ELSR is to be designed for seismic forces a) The above rates are applied up to Zone-II earth quake. b) For Zone-III earth quake the above rates are to be increased by 15 %. 15) Fixtures include : a) RCC or Aluminum ladder inside 0.60 m wide. b) Spiral staircase on the outside shall be provided up to 200KL. Above 200KL capacity dog legged staircase shall be provided with staircase flight width of 1.0mts and landing width of 1.20mts with S.S railing up to 1.0 height. c) Lightening arrestor, including conductor and earthling etc. d) RCC ventilators with copper or stainless steel fly proof mesh. e) D.I Manholes frame and cover 0.60x0.60 m as per IS specifications (light duty) - 2 Nos. 8)The above rates shall be increased / decreased due to increase / decrease in the cost of steel by Basic Rate x { (Rs-68000)/68000 x0.2} Rs = Rate of steel (Rs per Mt) at the time of preparation of estimate. 9) Rate inclusive of three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof. f) Water level indicator of good quality with ebonite/ copper float approved pattern - 1 No. g) The ladder shall be with M.S ladder and Verticals with HDPE of 10kg/Sqcm shall be provided for single column OHSRs only. h) Minimum staging for all ELSR/OHSR shall be 10.0mts. i) The increase in staging shall be at 1.0mt interval. j) The railing provided to the gallery and stair case shall be with stainless steel of grade 304 for a height of 1.20mts. k). The dog legged staircase shall be enclosed with brick/CRS wall on three sides and front side with M.S collapsible gate up to 1st brace level from ground level to prevent unauthorized entry. l). D.I swan neck ventilators shall be provided in top dome and slab. m). The above rates are exclusive of all inlet, out let connection and valves. All valves near inlet, out let and for scour of ELSRs shall be D.I valves of heavy duty confirming to the specification of SoR item No.28

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) Excluding Transportation and all Taxes.Up to 500 x 500 mm dia. For inlet and Over Flow (2 nos rm , length-18mts , 100mm dia) For Outlet and Scour(2 nos rm , length-13mts , 150mm dia) Duck foot bends and Bell mouths (8 nos)

Supply and delivery of "Resilient Seated Soft Sealing" Gate Valves (Sluice Valves) PN 1.6 (MPa) with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538 excluding all taxes, duties and including transportation. Outgoing 150mm dia

Supply and delivery of "Resilient Seated Soft Sealing" Gate Valves (Sluice Valves) PN 1.6 (MPa) with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538 excluding all taxes, duties and including transportation. Outgoing 150mm dia

Manufacture, Supply and delivery of DI D/F Tilting disc Swing Check Valves Slanted seated with maximum swing of 59 degree with metallic, corrosion proof and wear resistant seat faces, Body and Disc of ductile cast iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 Shafts of stainless steel, shaft bearing of zinc free bronze and Integral body seat face & disc face with nickel-chromium overlay welding and micro finished. All the inside and outside of the body is to be coated with double coating of food grade epoxy liquid lacquer (EP-F) with minimum thickness of 150 microns, color: RAL 5005 Blue face to face dimensions according to EN 558-1/14/DIN 3202-F4, Flange dimensions according to EN1092-2/IS 1538 as directed by the departmental officer incharge of the work - PN 1.6 Incoming 100mm dia

Manufacture, Supply and delivery of DI D/F Tilting disc Swing Check Valves Slanted seated with maximum swing of 59 degree with metallic, corrosion proof and wear resistant seat faces, Body and Disc of ductile cast iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 Shafts of stainless steel, shaft bearing of zinc free bronze and Integral body seat face & disc face with nickel-chromium overlay welding and micro finished. All the inside and outside of the body is to be coated with double coating of food grade epoxy liquid lacquer (EP-F) with minimum thickness of 150 microns, color: RAL 5005 Blue face to face dimensions according to EN 558-1/14/DIN 3202-F4, Flange dimensions according to EN1092-2/IS 1538 as directed by the departmental officer incharge of the work - PN 1.6 Valve chambers 4 nos upto 500mm dia

Earthwork in excavation for pipe lines as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD/304 MORTH for pipe line trenches (RBR-FNDN-1) -In ordinary / all soils/ hard soils Depth upto 3m depth - Mechanical Means

Earthwork in excavation for pipe lines as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD/304 MORTH for pipe line trenches (RBR-FNDN-1) -In ordinary rock, (not required blasting) - Mechanical Means

Earthwork in excavation for pipe lines as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD/304 MORTH for pipe line trenches (RBR-FNDN-1) -Manual Means - In all soils mixed with boulders upto 30 cms.size and exclusive of disintegrated rock.

Excavation in Ordinary rock (not requiring blasting) with different lifts as per specifications and drawings and as directed by the departmental officers, including protecting walls and other structures , existing water supply lines, sewers, power cables, telephone cables/ducts, storm water drains, traffic signals etc., wherever it is possible so as not to distrub the existing utility services etc., taking all precautionary measures in the restricted areas diversion of the traffic and disposal upto a lead of 1000 m, dressing of sides and bottom and excluding backfilling for pipeline trenches including all incidental and operational charges etc.,complete. (Manual Means)

Supply, & delivery of HDPE pipes conforming to IS 4984 - 1995 including transportation to any where in A.P, including excise duty, sale tax and specials etc., complete. ( Supply upto 90 mm dia in coil & above 90 mm dia straight length in 6 M.) -90 mm dia PE-100 PN 6.0

Laying and jointing of HDPE pipes 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 including disinfection. -90 mm dia PE-100 PN 6.0

Supply, & Delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in A.P. including excise duty, sale tax and specials etc., complete -MS FLANGES - 90 mm

MS FLANGES 110 mm

End Caps 90 mm

Reducers 90 x 110 mm

Tees 90 mm

Bends 90 mm

Providing & fixing Demarcation Stones of 0.9 m x 0.15 m x 0.15 m fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 MORD / 806 MORTH RBR-TSRA-15

Earthwork excavation for Structures in ordinary soils up to 3.00 m depth by manual means excluding dewatering as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH.

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

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations using coarse aggregate 40mm size hard , machine crushed granite from approved quarry using concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site including all charges for machine mixing and hire charges of concrete mixer, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc.,and overheads & contractors profit complete for finished item of work. (APSS No. 402)

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

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

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

Brick masonary in C.M (1:5) with bricks traditional size 23x11x7 cms 2nd class including cost and conveyance of all materials and labour charges etc., complete as per S.S

Plasteing in CM (1:3) 12mm thick using OPC including cost and conyence of all materials, labour for mixing material, laying and curing etc., complete

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415 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 in all floors including VAT and labour cess.( APSS No.126)

Supply and fixing of MS Grill Gate any design including cost & conveyance of all materials and labour charges etc., Complete as per SS

Painting primary coat including cost & conveyance of all materials & labour charges for New Iron Work

Providing Distempering, 2 coats with acrylic based Water Bound washable Distemper having VOC (Volatile Organic Compound ) content less than 50 grams/ liter for newly plastered surface

Supply and transportation of 45W LED Street light Luminaire made of pressure diecast alluminium body with powder coated, having protective toughned glass, Supply Input voltage 120 - 270 V AC, P.F 0.90, high power LED's System efficacy 110 lm/W and junction temprature 70°C, with Ingrees protection IP66, Luminaire performance complies to IS 10322 (Part 5 / Sec-3), Driver surge protection 4KV, In house additional Surge protection 10 KV with optics distribution , THD10% at 110 Volts AC, driver efficiency 90%, CCT: 3000K - 5700K, minimum CRI70, etc., complete .Makes : As per list of recommended brands as category I. -ELEC 3.8.23-MAT 03362

Supply and fixing of suitable feeder pillar boxes made with 14 SWG CRCA sheet including S &F of Legrand /Schnieder /Seimens /ABB /L&T MAKE 63A TP MCB, 6 nos of SP MCBs ,bus bars ,6 sqmm 3 core copper cable for individual light control, contracts,suitable timer and connectors and provision for energy meter etc for finished item of work

Supply of 25 Sqmm 3.5 Core.XLPE insulated 1100 V grade armoured alluminium cable as per specification cinfirming to IS 7098 (part-1) of makes Torrent/ universal / CCI / Unicab

Supply of 35 Sqmm 3.5 Core.XLPE insulated 1100 V grade armoured alluminium cable as per specification cinfirming to IS 7098 (part-1) of makes Torrent/ universal / CCI / Unicab

Supply of PVC insulated 2 core 4 sqmm sheathed flexible copper cable for voltage upto 1100V as per IS 694/1991 specification for copper cable of make Finolex /RR Kable /KEI

Providing earth electrode of low carbon steel rod, UL listed of 17.2 mm dia, 3 Mtr long, coated with copper of 254 microns thickness, CPRI tested for short time current withstand test of 25 kA, coating thickness, environmental test (Salt Mist Test), Bend test, Tensile strength, Yield / tensile ratio, Electrical Resistivity test, complete with clamps and 2 bags of Earthplus ULTRA high grade earthing compound IEC 62561-7 complaint Eco-friendly, Maintenance free, anti corrosive, lead-free, super conductive, mineral based high-grade earthing compound, to enhance soil conductivity. With resistance 0.20 ohms-meter, should be leach proof & sulphur free complete with earth inspection chamber of dimensions : Width : 320 mm x 320 mm, Height : 192 mm, Weight : 30 Kgs, Load bearing capacity : 5000 Kgs

Fabrication, Transportation andsupply of hot-dip galvanized Octogonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with Hinged door opening arrangement, including the supply of suitable boards withbakelite sheet as per IS specification suitable to withstand the wind speed of 180 KMPH for 9 Mtrs height Pole having dimensions Bottom 155 mm,. Top 70mm with 3mm thick, base plate 260 x 260 x 16mm and 4 Nos of M24 x 750 long 'J' bolts along with template.Makes : As per list of recommended brands.

Foundation and erection charges with special T&P, for 9.00Mtrs / 10Mtrs long Octagonal / Conical pole duly erecting on base plate duly providing 4 Nos foundation bolts with nuts with providing of 0.60Mtr x 0.60Mtrs x 1.40 Mtr size M20 cc work vibrated concreting mixing with necessary steel (15kgs) reinforcement andcuring for 7 days as directed by the field engineers during execution including excavation of Earth/BT all labour charges and cost and conveyance of materials etc.complete.

Fabrication, Transportation and supply of 1.5 Mtr Length Double Arm suitable size decorative galvanized Bracket with PU paint colour finish etc complete. Makes: Bajaj / Valmont/Laasma /Transrail/Utkarsh/ Skipper

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, 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.- For ordinary soils by Mechanical means

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, 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 For ordinary soils by Manual means.

Earth work excavation in Ordinary Rock 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 disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches Ordinary rock (not requiring blasting) up to 3 Mts depth below GL - For ordinary rock by Mechanical means

Earth work excavation in Ordinary Rock 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 disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches Ordinary rock (not requiring blasting) up to 3 Mts depth below GL - For ordinary rock by Manual means.

Earth work 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 divertion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete Hard rock (benching&chijiling) up to 3 Mts depth below GL - For Hard rock by Mechanical means

Earth work 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 divertion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete Hard rock (benching&chijiling) up to 3 Mts depth below GL - For Hard rock by Manual means.

Supply and fiilling with Stone crusher dust in trenches, sides of foundations 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)

supply, & delivery of structured wall poyethylene/polypropylene piping system with non smooth external annular corrugated and smooth internal surface (Double Wall) for non pressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P, excluding all taxes. - 150 mm ID class SN8

Manufacture, supply, & delivery of (DWC) 200 mm structured wall polyethylene/polypropylene piping system with non smooth external annular corrugated and smooth internal surface (Double Wall) for non pressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) excluding transportation to anywhere in A.P, excluding all taxes.

Laying of Alcorr or similar type of Class SN8 structured wall (External Annular Corrugated & Smooth Internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler (on line/ off line) attached to one end of the pipe & sliding the coupler end over the elastomeric sealing rubber ring fitted on the specified valley of the spigot end of next pipe, testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detail engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge. (Payment to be made on the basis of actual finished length of pipe line). - 150 mm ID class SN8

Laying of Alcorr or similar type of Class SN8 structured wall (External Annular Corrugated & Smooth Internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler (on line/ off line) attached to one end of the pipe & sliding the coupler end over the elastomeric sealing rubber ring fitted on the specified valley of the spigot end of next pipe, testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detail engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge. (Payment to be made on the basis of actual finished length of pipe line) - 200 mm ID class SN8

Construction of sewer conical manhole as per type design 0.90m dia - 1.0 m to 1.65 m depth MH as per type design using Fly ash cement/lime solid blocks with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:5) prop; including CC (1:4:8) bed for foundation and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 12mm thick in single coat of Portland slag CM (1:3) prop; and outside plastering 12mm thick in single coat of portland slag CM (1:3) prop; 12mm thick, the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-10) and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete - 0.9 m dia manholes upto 1.65 m depth

Construction of sewer conical manhole as per type design 0.90m dia - 1.0 m to 1.65 m depth MH as per type design using Fly ash cement/lime solid blocks with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:5) prop; including CC (1:4:8) bed for foundation and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 12mm thick in single coat of Portland slag CM (1:3) prop; and outside plastering 12mm thick in single coat of portland slag CM (1:3) prop; 12mm thick, the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-10) and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete - For extra depth of each 0.10 Mts

Construction of 0.3 X 0.3 X 0.45m depth with 75mm wall thick precast Inspection chambers with precast top slab using M30 grade of concrete (Design Mix) using 20mm graded metal including cost and conveyance of all materials like cement, sand, coarse aggregate, water, 100mm thick side wall and base slab in M30 grade, 100mm thick PCC (1:4:8) prop using 20mm HBG metal, with precast top slab of 0.40 X 0.40 with 50mm thick etc complete as per approved drawings and as directed by Engineer-in-Charge complete for finished item of work

Manufacture, Supply and delivery of 100mm ID Class SN 8 Double wall corrogated (external annual corrugated & smooth internal wall) (DWC) pipe in accordence with IS 16098 (Part-2) including conveyance charges to work site, lowering in to trenches, laying true to line and level and perfect linking at joints with rubber gasket, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing with all labour, all lead & lift including earth work excavation upto 0.6mts depth, laying 100mm thick quarry rubbish, refilling the trench with excavated soils, carting of surplus earth upto a lead of 5kms, necessary hydraulic test to the required pressure as per ISS etc complete as per approved drawings and as per the directions of the engineer-in-charge for finished item of work - IC to Manhole