Construction of 10 cs Discharging capacity, efficient Vertical type electrical pumps of 20 m lift at Padampura with two stage pumping with outfall through 5 Km. long pipe line outfall in a Pond at Sangeeta including drain and CD works (P-351)

Amount

Jungle clearance ,thick including cutting bushes,shrubs,&plants etc.for origional earth work

Earthwork in excavation by mechnical means (Hydraulic excavator)/ manual means over area (exceeding 30cm in depth .1.5m in width as well as 10 sqm. on plan) including disposal of excavated earth,lead upto 50m & lift upto 1.5 m. ,disposed earth to be levelled & neatly dressed.

Add extra rate for quantities of works,executed in or under water and /or liquid mud , including pumping out water as required.(Note:- The extra % rate is applicable in respect of each item but limited to quantities of work executed in these difficult condition.The unit,namely,meter depth,to be considered for payment,shall be the depth measured from the sub soil water level upto the c.g. of the quantity executed in difficulted condition.The depth shall be reckoned correct to 0.10m,.05m or more shall be taken as 0.10m & less than 0.05m ignored). Assuming 3no. of lifts of 1 meter depth.20% extra rate

Add extra for foundation/trench/drains for every additional lift of 1.5 m.or part thereof All kinds of soil a. One extra lift of 1.5 m.(1.5 to 3.0 m)

Add extra for foundation/trench/drains for every additional lift of 1.5 m.or part thereof All kinds of soil b. Two extra lifts of 1.5 m.(3.0 to 4.5 m)

Add extra for foundation/trench/drains for every additional lift of 1.5 m.or part thereof All kinds of soil c. Three extra lifts of 1.5 m.(4.5 to 6.0 m)

Filling available excavated (excluding rock) in trenches, plinth side of foundation etc. in layers not deposited layer not exceeding 20 cm. in depth, consolidating each deposited layer by ramming & watering including lead up to 50 m.& with all lift. 40% extra of the excavated quantity

Providing and laying granular sub-base material as per MoRTH specification table 400-1, having P.I. not more than 6 including spreading in layers not exceeding 150 mm Compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinary including T&P with all lead (Compacted thickness to be measured)with CBR of material not less then 15 (For rural roads only) as per MoRTH specification Clause 401 with all lead For Grading III Material

Providing & laying in position cement concrete Including curing, compaction etc. complete in specified grade excluding the cost of centering & shatering - All work up to plinth level. M10 grade nominal Mix 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size).

Providing & laying in position cement concrete Including curing, compaction etc. complete in specified grade excluding the cost of centering & shatering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate40mm nominal size).

Providing & laying in position specified grade of cement conc. For all R.C.C. structural element upto plinth including compaction finishing with rendering in) cement sand mortar 1:3 (cement ,3 coarse sand) & making good he joint & cost of plastizers (if required) excluding the cost of centering , shuttering & reinforcement . M30 grade Nominal mix/ Design mix

Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M30 grade Nominal Mix / Design Mix

Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M30 grade Nominal Mix / Design Mix

Providing & fabricating reinforcement for R.C.C. work including straightening, cutting ,bending ,placing in position & binding (including cost of binding wire) all complete up to five floor level. T.M.T Bars

Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation, footings, strap beam, raft, bases of columns etc.

Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : (a). Walls (any thickness) including attached pilasters, buttresses plinth and string course.

Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : (b). Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc.

Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : (c) Columns, pillars, posts and struts etc.

Add extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan are is to be measured) For suspended floors , roofs , landing, beams and balconies

(a) For deck Slab (floor- slab) height 7.9 m from raft .So additional height (7.9-3.5) is4.4 m so addition height is no. 5.

(b) For roof Slab (top- slab) height 9.4 m from raft .So additional height (9.4-3.5) is 5.9 m so addition height is no.6.

(C) For panel-Slab (floor- slab) height 7.9 m from raft .So additional height (7.9-3.5) is4.4 m so addition height is no. 5.

(d) For pane roof- Slab (top- slab) height 5.9 m from floor .So additional height (5.9-3.5) 2.4 m so addition height is no.3

Brick work with common burnt clay F.P.S.(Non-modular) bricks of class designation 7.5 in super-structure above plinth level upto floor five level in all shapes & size in (a) Cement-Mortar 1:6

Plaster on new surface on wall in cement sand mortar 1:4 including racking of joints etc.Complete fine finish, 20 mm thick .

Providing & fixing precast cement conc.coping 1:2:4 mix 50mm thick complete as per specification

Painting top of roofs with bitumen of approved quality at 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete: With residual type petroleum bitumen of penetration 80/100

Providing and fixing 20 mm thick precast terrazo tiles of approved make, with marble chips of size upto 6mm laid over roof with neat cement slurry mixed with pigment to match the shade of the tiles, including cutting ,grinding rubbing with machine complete on 20 mm thick bed of cement sand mortar 1 : 4.

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design.

40mm thick marble chips flooring rubbed and polished to granolithic finish under layer 28mm thick cement concrete 1:2:4 (1 cement : 2 course sand : 4 graded stone aggregate 12.5mm nominal size) including fixing of dividing strip (excluding the cost of strips) and top layer 12mm thick with marble chips of approved colour 7mm to 10mm nominal size laid in cement marble chips mix by weight in proportion of 2 : 3 (2 cement : 3 marble chips) by volume including cement slurry etc. complete :White cement without any pigment.

Marble chips skirting/ dado rubbed and polished to granolithic finish 6mm thick with white marble chips of approved colour and size from smallest to 4mm nominal size laid in cement marble chips mix in proportion of 4:7 (4 cement : 7 marble chips) by volume including fixing of dividing strips (excluding the cost of strips) complete in all respects : 18mm thick with under layer of 12mm thick cement plaster 1:3 (1 cement : 3 coarse sand). White Cement without any pigment.

Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide & 4mm thick

Supply & charging of filter media (Gravel) as per department specification including screaming,washing with 5% HCL solution to make Gravel (Size 4 to 6 mm ,8 to 12 mm , 10 to 20 mm hard course Randhisar grit) free from silt , Clay and other all impurties work to be executed as per scope of work fixed by the department at the time of trending .

CC blocks (in M-15 ) size 0.50 x 0.50 x 0.50 m each complete with formwork etc. MoRTH Specification : clause : 2504)

Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge : Profile A & B

Providing and fixing M.S. sheet single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint. M.S.Sheet 18 S.W.G.(1.0 mm thick)

Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :Windows side hung /Ventilators top or centre hung (openable)

Add extra over item for:

(a) Providing brass handles/peg stays and fittings in place of oxidized fitting

(b) 5mm thick plain glass instead of 4mm thick plain glass

Supplying and fixing rolling shutters of approved make, made of 80 x 1.25mm. M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks, providing and fixing necessary 27.5cm. long wire springs grade No. 2 and M.S. top cover 1.25mm thick for rolling shutters as per design. (Clear openable area to be measured for payment).

Extra for providing mechanical device chain and crank operation for operating rolling shutters.Exceeding 16.80 sqm.in the area

Providing & fixing ball bearing for rolling shutters

Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).

Distempering with 1st quality acrylic washable distemper (ready mixed) of approved manufacturer and of required shade and colour completeincluding all scaffolding as per manufacturer's specification. Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect.

Dewatering with well point equipment with high pressure diesel operated suction pump including jetting depth 3 to 6 m. as per site condition & making arrangement for proper outflow of pumped water etc. complete including labour &POL

Designing, providing, driving, installing, maintaining, & removing steel sheet piles including bracing, tie backs, walers, and related material complete in all respect as per design, drawings, specifications and the instructions of the Engineer incharge. up to 6.0mtr depth

Earth work excavation in ordinary soil for main canaland branches having discharge 10 cumecs and above; Kassi work undressed.

Carriage of Bats Ballast, Kankar, Sand, Bajri, Stone, Grit, Murram, Soling Stones For Road, Water, Good Earth.

Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below: 1. Depth of foundation- 900 mm. 2. PCC in M-10, width -900 mm and thickness 100 mm, 3. Stone masonary in CM: 1:6 section of foundation above PCC, 600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm. 5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6. 6. Expansion joint shall be on every 30 mtr. 7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided. 8. Pillar for main gate 350x350 mm in size is part of boundary wall. 9. Cement paint of approved colour in 3 coat shall be done.

Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints.

Earth work in excavation including stacking/disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). Mechanically by power shovel including mechanical loading and carriage upto 1 km by tipper/dumper

Earth work in embankement construction, side slope etc, from already excavated earth in stockkpiles including breaking of clods and dressing with all lead and lift but excluding watering and rolling By mechanical means using motor grader etc. extra for rolling watering the earth to bring the earth upto required O.M.C excluding rolling. Extra for rolling to specification with the use of vibratory roller when earth is at suitable moisture content with desired density excluding watering. Field density not less than 95% of maximum dry density ( Modified proctor test)

Laying WBM course to required camber and grade, spreading of material, consolidation with 8-10 tonne road-roller including spreading and consolidation of screening or binding material including cost of water with all leads, cost of fuel and lubricants and hire charges of machinery and T&P, complete work compacted thickness not exceeding 100 mm using graded stone ballast size (grading I, II and III of table 400-7 of MoRTH Specification clause 404) in layers.

Providing and laying granular sub-base material as per MoRTH specification table 400-1, having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured) with CBR of material not less than 15 (For rural roads only) as per MoRTH specification clause 401 with all lead for Grading II Material

Providing and laying Structural cement concrete (Design mix) for plain/reinforced concrete in Sub Structure as per drawing and technical specification as per MoRTH specification section 1500, 1700 & 2100 including form work at any level PCC grade M30 upto 5 mtr height

Supplying, installation, Design, testng of propeller type, Single stage, water lubricate Vertical Turbine pumps with 3 mtr MS column assembly with base plate & motor stool, thrust bearing and all required accessoreis like bell mouth,Pump health moentering unit (Kirlosmart), strainer etc. complete as per specification Capacity: 300 LPS of Saline water, Head : 25 mtrs, Speed : 980 RPM, efficiency- 85%, pump Moc-Bowl Casing -Duplex steel, Impeller-Duplex, shaft-SS316L

Supplying, installation, Design, testng of Vertical solid shaft flanged mounted Squirrel Cage induction Motors(Suitable for Saline water) for above pumps to be operated on 0.415 kv, 3 Ph, 50 Hz, Synchronous speed of 1000 RPM, rating class of insulation F, continuous duty S1 with anti condensation heater, winding & bearing resistance temperature detectors etc as per tender specifications Type of Cooling Closed Air Circuit Air cooled and Enclosure IP 55 Rating : 110 kw

Supplying, Installation, Design, testiing of M.S. Pipe of 711 mm dia and thickness of 6.3 mm apoxy painted inside and outside suitable for saline water wiyhsypone breaker valve/ kinetic air valve on delivery pipe, flanges etc complete asper specification and drawings.

EOT CRANE & HOIST

Supplying, installation, Design, testng of Single Griderelectrically operated crane with electrically operated Hoist, geared trolley, rail track on M.S. Girder,brake, safety device, pedant push button, panel, cables complete as per specification. (Capacity: 10 Ton, Lift 7m, Span: 8m, Runway: 16m)

MEASURING INSTRUMENTS

Pressure gauge(Bourden type) having 150 mm dia with syphon tube & isolating 55 cock complete as per IS 8793, Range: 0-5 kg/sq.mm

Float & board type level indicator with graduated alluminium scale, two sheaves elbows, SS316, measuring rope, SS guide wires, SS 304 float, pointer assembly & a set of socket & scale supports etc complete Range 0-5 mtr.

POWER CUM MOTOR CONTROL CENTRE

0.433 KV, 25 MVA, Indoor, power cum control centre draw out type air circuit breaker with 2 nos. incoming feeder with bus coupler between two incomers and 03 No.s outgoing feeders for 132 KW motor soft starter, cubical fabricated from 2mm CRCA Sheet steel free standing floor mounted complete with temperature scanners all associated equipments & accessories as per single line diagram & drawing etc.

0.433 KV , 50 Hz, 35 KVAR, Mixed Dielectric shunt Capacitor with APFC relay Mounted in enclosure with suporting post insulator, duly painted for power factor improvement upto.95 legging with HRC fuse link, contractor anddischarge resistor for protection of capacitors etc. complete with all assosries

POWER AND CONTROL CABLE & CABLE END TERMINATION

Power and control cables with required size of G.I.Cables tray, termination kit for 11/1.1 KV Cables with weatherproof double compression cable glands and other fixing arrangements for various circuits complete with all accessories as per Annexure -1

Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work 125 A rating

Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work 3 x 2.5 sq.mm

Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un-Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4-Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810. For additional technical parameters of product / work 4 core

Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un-Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4-Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810. For additional technical parameters of product / work 3.5 core

S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P -III ) PVC conduit along with ISI marked (IS:3419-1988) accessories as required in recess including cutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work 25 mm

Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & it's ISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thick Hot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work Long point (up to 10 mtr.)

Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it's ISI marked (IS:3419-1988)accessories, Hot Dipped Galvanized Modular box of 1.2 mm thick with earth terminal, 10 A modular switch, 3/5 pin 6 A modular socket, Modular face plate with grid plate, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work Long point (up to 10 mtr..)

Providing and fixing of power plug point with non modular accessories as per PWD specification for electrical Works with Galvanized box of 1.2 mm thick with earth terminal with suitable size phenolic laminated sheet (IS : 2036 - 1995) cover including cost of 16 amp. Switch (IS :3854) and 3/6 pin 16 amp. socket outlet making connection , testing , etc. as required. . For specification of Wiring accessories refer Chapter E - 07 related item & For additional technical parameters of product / work

Providing & Fixing of ISO certified company made off load change over switch four pole/two pole, 230/ 415 V ,side handle operated conforming to IS:13947 P-III in sheet steel enclosure complete with connections with lugs, testing etc. as required in the following rating: All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , 63 A Four pole

Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0.95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , 1200mm, Min. Lumens output 2000 lm LED Tube rod with Glass Housing

Providing & Fixing of 1200 mm sweep BLDC technology power saving ceiling fan which can withstand on votage fluctuations from 140 volts to 240 volts ,power factor not less then 0.9 , service value (CMM/W) minimun 6.85 , air delivery minimun 220 CMM, speed minimum 330 RPM ( tolerance as per IS:374 2019 ) THD less then 10% and complete with down rod of 15 mm dia . ERW (Electrical resistance welded ) of 1.6mm nominal thick medium duty steel pipe up to 80 cm , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , Without Remote

Providing & Fixing of Heavy duty capacitor start, copper wound Double ball bearing 900/1400 RPM single phase Exhaust fan conforming to IS:2312 ISI marked in existing opening including making connections testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , 600 mm sweep(700 / 900 RPM)

Providing & Fixing of IK08 IP65 protected Top/Bottom mounted LED Post top Luminarie made of single piece construction powder coated die cast alluminium housing with UV stabalized Clear / frosted Polycarbonate diffuser and Aluminium anodised with sand blast reflector. The System level Luminous efficacy ≥ 100 Lumen/W. SMD LEDs is to be used, System CRI>70, CCT: 3000/4000/6500 K. The integral electronic driver must be potted & has a unique BIS R number must be potted & has a unique BIS R number constant current and Internal/external surge protection device of min. 4KV(L-N) and efficiency > 85%, PF>0.9, THD<10% and input Voltage range of 140-270V AC at 50Hz. System life of 50000 Burning hours with 70% of Initial Lumens maintained . Driver current <750mA. Fixture must be in compliance with BIS Standards and Trade mark Certificate complete in all respect.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , Minimum lumen output 3000 lm Post top Luminarie

Supply and erection of PU coated , 6 to 7 mm thick Glass / Fibre Reinforced Pole (GRP /FRP) made by CNC filament winding machine using thermoset resin polyester/epoxy resin system) having minimum 62% glass content. designed to withstand the maximum wind speed as per IS 875, and Tested for deflection not more than 15% length of pole as per ASTM D 4923, The pole should be in one piece and tapered round in shape, pole shafts shall be provided with FRP Anchor with suitable MS cated Base with provision for fixing 4 no. foundation bolts( Including cost of Foundation Bolt), The Pole shall have lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) inside the pole at door opening for cable connection of following length and dimension on Existing cement concrete foundation. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , . 8 Mtr. Long, Top/ Bottom OD Dia 89/157mm ± 2mm approx. With Base 300X300 X 12mm

Plate Earthing as per IS:3043 with copper Earth plate of purity >95% of size 600mm x 600mm x 3.0mm by embodying 3 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter in measurment book. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work

Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un-Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4-Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810. For additional technical parameters of product / work 185.0 Sq. mm

Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un-Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4-Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810. For additional technical parameters of product / work 400.0 Sq. mm

"Supply , Installation, Testing and Comissioning of Inverter type Air Cooled Hi Wall split type Air conditioners with latest star rating system as per BEE amended upto date complete with Indoor unit(IDU), Out door unit (ODU), surface / concealed copper Refrigerant piping with insulation (closed cell elastomeric nitrile rubber tubular pipe section) upto 3 Mtr (IDU to ODU), copper power cable upto 3.5 Mtr (IDU to ODU), R-32/R-410 Green Refrigerant, wireless Remote control, suitable for working between 230V +/- 10% with low & high voltage cutoff and 50 hz , single phase AC supply capable of performing cooling, dehumidification, air circulation of following capacity with Scroll / rotary compressor. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work.ISEER not less then 4.6

Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitablesite as per direction of Engineer for following depths, below naturalground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt,clay, black cotton soil, kankar, etc. Depth upto 1.5 m

Add extra for over all depth of excavation above 1.5 m and upto 3.0 m over item no Above.

Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths ISI marked HDPE pipes of PE-100 grade and PN 6 for sewer application as per IS 14333-1996 (amended upto date) in trenches in complete including all material, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. 630 mm Nominal Dia

200 mm dia CI Kinetic Air Valve

600 mm dia CI dual plate check valve PN 1.0

400mm diameter D/F DI Pressure Reducing Valve

6000 mm dia DI dual plate check valve PN 1.0

600 mm dia Stain less steel AISI 304 Expansion bellows of 10/16 bar rating

Providing & laying in position specified grade of cement conc. For all R.C.C. structural element upto plinth including compaction finishing with rendering in) cement sand mortar 1:3 (cement ,3 coarse sand) & making good he joint & cost of plastizers (if required) excluding the cost of centering , shuttering & reinforcement . M30 grade Nominal mix/ Design mix .

HEM works by JDhVVNLtd as deposit work for erection of HT line, Transformer and GSS for Padampura

Extra for slush or daldal that which will support man's weight

Carriage of earth for lead 1 km kachcha

Earth work excavation in ordinary soil for distributies and minors having discharge less than 10 cumecs; Earthwork undressed with combined lead upto 50m.

Extra for every 10 meter additional lead for two leads (51 to 70 m)

Extra for slush or daldal that which will not support man's weight

Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil

Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 4 (1 cement : 4 coarse sand)

Add extra over item of brick work with class designation 100 in substitution of class designation 75 :

Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 4 (1 cement : 4 coarse sand)

Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix

Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix.

Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix

Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification 50 mm thick

Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) For area of each slab from 2001 to 5000 Sq.Cm

Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete For area of each slab from 2001 to 5000 Sq.Cm

Providing and fixing M.S. sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint

Provide and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using phenol formal dehyderesin in glue both sides with approved steel fitting complete as per annexure 'A' 25mm thick commercial veneer both side

Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : 25 mm thick

Extra for providing and mixing water proofing material incement plaster work in proportion recommended by themanufacturers.

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete

Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding: Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect.

Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ).

Painting top of roof with bitumen of approved quality at 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10sqm including cleanin the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete; With residual type petroleum bitumen of penetration 80/100

Providing and laying brick kharanja on roofs with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound in square pattern 75mm to 100mm thick average

Construction of Soakage well in all types of soil of approved drawing, top 90 Cm .Portion in 450mm thick masonry with CM 1:6, 80 mm thick stone slab covering, jointing of slab in CM 1:3 ,Ralthal, kharanja 40mm thick M-15 grade C.C flooring, earth work etc . complete including disposal of surplus earth within a lead of 50 mtr .Inner dia 60 Cm & 10 to 12 Mtr deep.

P & F European type white glazed vitreous china 1st quality Double syphonic W.C (IS :2556 Mark) with P or S trap including cutting and making good the wall and floor

P. & F Squatting Pan (Indian type) white glazed vitreous china1st quality W.C. Pan (IS : 2556 Mark) with 100 mm vitreouschina P or S trap including cutting and making good the wall and floor (excluding the pair of foot rest.) Size 450 mm

Vitreous china foot rests 250x130x30 mm

P & F water closet Seat Covers with brass hinges complete : 1.7.1 Solid PVC (IS 2548 marked) grade-I White for EWC.

P & F Automatic Flushing Cistern of first quality (IS : 774 mark) of approved make fitting, siphon with copper tube, C.I. brackets complete including cutting and making good the wall. WVC (as per IS : 2556) 10 litres.

P & F Jet spray for water closet with C.P. Copper Tube flange of approved make.

Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirming to code IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4)

Extra for using size above 200x300mm in glazed tiles and for using 400mm x 400mm MAT finished tiles in place of 300mm x 300mm size.

P & F C.P. brass Urinal Spreader for Large Urinal of heavy duty of approved make as per direction of Enginner-in-Charge

P & F 15 mm. Dia Connection Pipe of approved quality/make PVC pipe with C.P. Brass nuts upto length, 600 mm

P & F Gun-metal Non-return Valve or Check Valve (IS : 778 Make) of approved make, superior quality: 15mm nominal bore. Vertical

Providing and fixing Polyethylene - Aluminium -Polyethylene(PE-AL-PE) Composite Pressure Pipes as per 15450 : 2004 U.V. stablised with carbon black having thermal stabillity for hot and cold water supply, capable to withstand temperature upto 80ºC including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers connectors etc.with clamps at 1.00 metrespacing.This include the cost of cutting chases and including testing of joints complete as per direction of Engineer In charge Concealed installation including cutting chases and making good the walls etc. complete. 1620 ( 20 mm OD) pipe

Providing and fixing Polyethylene - Aluminium -Polyethylene(PE-AL-PE) Composite Pressure Pipes as per 15450 : 2004 U.V. stablised with carbon black having thermal stabillity for hot and cold water supply, capable to withstand temperature upto 80ºC including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers connectors etc.with clamps at 1.00 metrespacing.This include the cost of cutting chases and including testing of joints complete as per direction of Engineer In charge Concealed installation including cutting chases and making good the walls etc. complete. 2025 ( 25 mm OD) pipe

Providing and fixing Polyethylene - Aluminium -Polyethylene (PE-AL-PE) Composite Pressure Pipes as per 15450 : 2004 U.V. stablised with carbon black having thermal stabillity for hot and cold water supply, capable to withstand temperature upto 80ºC including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers connectors etc.with trenching & refilling and testing of joints complete as per direction of Engineer In charge External work 1620 (20mm OD) pipe

Providing and fixing Polyethylene - Aluminium -Polyethylene (PE-AL-PE) Composite Pressure Pipes as per 15450 : 2004 U.V. stablised with carbon black having thermal stabillity for hot and cold water supply, capable to withstand temperature upto 80ºC including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers connectors etc.with trenching & refilling and testing of joints complete as per direction of Engineer In charge External Work 2025 (25mm OD) pipe

P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall : Size 450 mm x 300 mm

P & F Kitchen & Lab. Sink of approved make with C.I.brackets duly painted, 40 mm C.P. waste coupling, C.P. Brasschain with rubber plug, 40 mm G.I. waste pipe up-to floor level complete including cutting and making good the wall & floor : 1.0 mm thick stainless steel AISI -304 & IS 13983-1994 kitchen sink of approved make as per Engineer-in-charge with large waste coupling. 37 x 18 x 7 17x15x7 (with drain board)

P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2 approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia

P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: 110mm dia

Coupler (Socket)110 mm

Plain Tee 110 mm

Vent Cowel

Plain floor-Trap

P & F Stop Cock (IS :8931 Mark), superior quality & of approved make: Brass 400 gm. 15mm nominal bore.

P & F Stop Cock (IS :8931 Mark), superior quality & of approved make: Brass 1350gm. 25 mm nominal bore.

P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: Brass 400 gm,15mm nominal bore.

P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 1000 litres capacity

Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm thick C.C bed of 1:5:10, M 15 grade C.C floor & RCC slab covering with M15 grade c.c. floor, 50 mm thick stone slab partition walls, 20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos stone foot rests of approved design ,two No. 450 mm dia each Ferro cement cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:- Size 230 x110 x150 cm.(for 20 users) with 115 mm thick RCC (M-20) slab with Tor steel reinforcement 10mm ϕ @15 cm c/c bothways including shuttering complete in all respect.

Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & it's ISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thick Hot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work Short point (up to 3 mtr.)

Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC On Board

Providing & Fixing of 240/415 V factory fitted RCBO with overload, short-circuit and earth leakage protection with ISI marked (IS12640-2)/ conforming to IEC 61009-1, breaking capacity 10 KA, provision for pad lock, min. Electrical operation 10,000 upto 63 A rating , minimum phase termination capacity of 35sq.mm. , IP 20 contact protection with existing distribution board / sheet including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 63 A rating

P & F ISI marked (IS:3854) 6 amp. flush type non modular switch with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work.

Providing & Fixing of 6 amp. Combined flush type non modular socket and switch set as per PWD specification for electrical Works,made out from industrial grade Polycarbonate or fire resistant ABS material including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work.

Providing & Fixing of ISI marked (IS :3854) non modular 6A bell push surface type CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material including making connection testing etc. as required.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work.

Providing & Fixing of ISI marked (IS:1293) 6 amp unbreakable 3 pin plug top having lamp indicator with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material, brass terminal including making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work

Providing & Fixing of 1200 mm sweep BLDC technology power saving ceiling fan which can withstand on votage fluctuations from 140 volts to 240 volts ,power factor not less then 0.9 , service value (CMM/W) minimun 6.85 , air delivery minimun 220 CMM, speed minimum 330 RPM ( tolerance as per IS:374 2019 ) THD less then 10% and complete with down rod of 15 mm dia . ERW (Electrical resistance welded ) of 1.6mm nominal thick medium duty steel pipe up to 80 cm , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work. Without Remote

Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0.95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work. 200mm , Min. Lumens output 2000 lm LED Tube rod with Polycarbonate Housing

Earth work in excavation for foundation of structure complete with all lift, dewaterring, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305 Depth Upto 3 metre

Providing and laying Structural Cement concrete (Design mix) for plain / reinforced concrete in open foundation as per drawing and technical specification as per MoRTH specification : Section 1000,1500,1700 & 2100 including form work at any level P.C.C grade M15

Providing and laying Structural cement concrete (Design mix) for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH specification section 1000, 1500, 1700 & 2100 including form work at any level RCC grade M30

Providing and laying Structural cement concrete (Design mix) for plain/reinforced concrete in Sub structure as per drawing and technical specification as per MoRTH specification section 1000, 1500, 1700 & 2100 including form work at any level RCC grade M30 upto 5 mtr height

Structural cement concrete (cast in situ/precase/PSC) upto a height of 5m for reinforce concrete(design mix) in super strucuture complete including steel form work, scaffolding etc. as per drawing and technical specification as per MoRTH specification 1500 & 1700 M 30 grade T-beam and slab superstructure

Providing and fabricating stell reinforcement at any level includinging cutting, bending, placing in position and binding in foundation as per drawing and technical specification as per MoRTH specification: Section : 1600 TMT/HYSD steel reinforcement

Providing and laying HYSD/ TMT steel reinforcement at any level in substructure/ superstructure complete as per drawing and technical specification as per MoRTH Specification : Section 1600

Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete : 500mm dia Internal

Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide

Providing and laying Structural cement concrete (Design mix) for plain/reinforced concrete in Sub structure as per drawing and technical specification as per MoRTH specification section 1000, 1500, 1700 & 2100 including form work at any level PCC grade M15 upto 5 mtr height

Dewatering with well point equipment with high pressure diesel operated suction pump including jetting depth 3 to 6 m. as per site condition and making arrangement for proper outflow of pumped water etc. complete including labour and POL

Provideing and laying structural cement concrete (Design mix) for plain/reinforced concrete in open foundation as per drawing and technical specification as per Morth specification : Section 1000,1500,17000 & 2100 including form work at any level. PCC Grade M20

Providing and laying & fixing in position RCC squn or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joints mad with prefectly air and water tight including testing of joints as per MoTH specification : clause 1000& 2900 NP 4 1200 Dia

Providing and laying granular sub-base material as per MoRTH specification table 400-1, having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured) with CBR of material not less than 15 (for rural road only) .as per MoRTH specification table 401 with all lead. For Grading III material

Dewatering with well point equipment with high pressure diesel operated suction pump including jetting depth 3 to 6 m. as per site condition and making arrangement for proper outflow of pumped water etc. complete including labour and POL

Earth work in foundations trenches, lift upto 1.5 m stacking the excavated soil clear from the edge of excavation and then returning excavated soil in 15 cm. layers when required into sides of foundation etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed with in a lead of 30 m. (for dowel earth work) in ordnary soil like sany loam, soft clay etc.

Construction of tube-well from ground level and upto 100 Meter depth and above sizes in all types of soils in alluvium strata by “bailing” method and without gravel packing as per IS: 2800 (Part - I& II) 1979specifications (The work includes formation of cavity well at bottom by development with appropriate air compressor or bailer pumping and also lowering of casing pipe but excluding cost of the casing pipe. The tube-well should have a throughout bore as per nominal bore of casing pipe. The work would be completed after obtaining sand free water.) 100 mm dia Nominal bore

Providing & Laying in position cement concrete for canal dowel including curing, compaction and cost of centring and shuttring in cc M15 1:2:4 ( 1 cement : 2 coarse sand ; 4 graded stone aggregate (20 mm nominal size)

Plaster on new surface on walls in cement sand mortar 1:4 including racking of joint etc. complete fine finish 12mm thick.

Plaster on new surface on walls in cement sand mortar 1:4 including racking of joint etc. complete fine finish 25mm thick.

Painting exterior surface of Wall with 100% crylic exterior paint of approved brand and anufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect including scaffolding and safety provision New work

Providing & Fixing rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /cm2 approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 63 mm dia

Providing & Fixing rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg./cm2 approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 63 mm dia Plastic filter covering perforated PVC pipe (As per market survey ,for reference Goyal Machinery store Hanumangarh Town) (i) Pipe cost 63 mm dia = 147.00 (ii) Making holes = 150.00 (iii) Net covering = 50.00

Providing & Fixing G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS clamps including cutting and making good the walls and floors: 50 mm dia nominal bore B Class

S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set.

PVC Coupler to join metal and PVC pipe (63 mm) (As per market survey, for reference Goyal Machinery store Hanumangarh Town)

PVC Coupler to join filter and PVC blind pipe (63 mm) dia (As per market survey, for reference Goyal Machinery store Hanumangarh Town)

PVC bottom end plug (63 mm) (As per market survey, for reference Goyal Machinery store Hanumangarh Town)

GI top end plug (50 mm) (As per market survey, for reference Goyal Machinery store Hanumangarh Town)

Observation and supervision charges for three years for one Piezometer @ Rs 10000

Dewatering with well point equipment with high pressure diesel operated suction pump including jetting depth 3 to 6 m. as per site condition & making arrangement for proper outflow of pumped water etc. complete including labour &POL

Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. Depth upto 1.5 m

Providing and fixing at site with necessary packing, Horizontal Centrifugal Split Casting pumps with 4 pole induction motor operating at synchronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions. Note: Duty condition of required pump shall also be mentioned in BoQ. Discharge 61 to 70 LPS and head 31 to 40 M

Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves straight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - AISI-410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel Insertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 300 mm HW

Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV) of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. Epoxy (Non-Toxic & suitable for drinking water) applied on body, cover and disc inside and outside . Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of SS- AISI- 410 ,Hinge Malleable cast iron / SS AISI 316 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR ,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Class PN 1.0 300 mm dia

Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended up to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 or Screwed type shall have external pipe threads conforming to IS 554 Fasteners - CS Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work.Class PN 1.6 50 MM S-2 TYPE

Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal High Alumina Cement (HAC) mortar lining for gravity sewer network with rubber ring (EPDM) joints as per IS: 5382-1985 (excluding special accessories) complete Note : E/w to be measured and paid separately.including all material, labour, hydraulic testing and commissioning as per technical specifications and as per direction of Engineer. 500 mm

Providing and making flanged joints to double flanged C.I./ D.I. pipes and specials such as tees, bends, tapers, caps etc. at all level/ depths within trenches complete including all material i.e. rubber insertions, bolts & nuts etc, labour, testing of joint, commissioning along with pipe line asn per Technical Specifications and as per direction of Engineer. 500 mm

Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitablesite as per direction of Engineer for following depths, below naturalground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt,clay, black cotton soil, kankar, etc. Depth upto 1.5 m

Add extra for over all depth of excavation above 1.5 m and upto 3.0 m over item no Above.

Add extra for over all depth of excavation above 3.0 m and upto 4.5 m over item no 4.10.1.1

Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths ISI marked HDPE pipes of PE-100 grade and PN 6 for sewer application as per IS 14333-1996 (amended upto date) in trenches in complete including all material, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. 315 mm Nominal Dia

Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths HDPE pipe accessories/ fittings of PE-100 grade & PN-6 for potable water as per IS 8360/ IS 8008 for fabricated/ moulded (amended upto date) within pipe line in trenches complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. Equal Tee 315 mm dia

Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths HDPE pipe accessories/ fittings of PE-100 grade & PN-6 for potable water as per IS 8360/ IS 8008 for fabricated/ moulded (amended upto date) within pipe line in trenches complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. 90 degree bend 315 mm dia

Extra for every 10 meter additional lead for two leads (51 to 70 m)

Extra for slush or daldal that which will not support man's weight

Earth work in embankement construction, side slope etc, from already excavated earth in stockkpiles including breaking of clods and dressing with all lead and lift but excluding watering and rolling By mechanical means using motor grader etc. extra for watering the earth to bring the earth upto required O.M.C excluding rolling. Extra for rolling to specification with the use of vibratory roller when earth is at suitable moisture content with desired density excluding watering. Field density not less than 95% of maximum dry density ( Modified proctor test)

Laying WBM course to required camber and grade, spreading of material, consolidation with 8-10 tonne road-roller including spreading and consolidation of screening or binding material including cost of water with all leads, cost of fuel and lubricants and hire charges of machinery and T&P, complete work compacted thickness not exceeding 100 mm using graded stone ballast size (grading II and III of table 400-7 of MoRTH Specification clause 404) in layers.

Providing, laying, spreading and compacting stone aggregate having specific size as per table 400-9 and 400-10 to Water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with power roller 8-10 tonne, in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill up the interstices of coarse aggregates watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404 & 112] (by manual means) with all leads ( compackted thickness as per specified to be measured) Using Screening Crushable type such as Moorum or Gravel Grading no. 2 (53-22.4mm) crusher broken

Providing and laying & fixing in position RCC squn or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joints mad with prefectly air and water tight including testing of joints as per MoTH specification : clause 1000& 2900 NP 4 1200mm Dia

Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) continuously tapered poles having Octagonal / Circular cross sections designed to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with the rigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The octagonal Poles shall have lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) inside the pole at door opening for cable connection of following length and dimension as per table P-01 with base plate and foundation bolt on the Existing cement concrete foundation.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , . Poles with Octagonal Cross Section 4 Mtr.

HEM works by JDhVVNLtd as deposit work for erection of HT line, Transformer and GSS for Karnisar

Operation & Maintenance of pumping station including routine repair & maintenance of pumping machinary for round the clock for waterlogged area(pump house and pipe line) For 3years

cost of basic service charges for O &M including preventive maintainance ,cost of consumable items as per scope of work for 3 years for horizontal pumps pump operator

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