Rehabilitation Improvement and Basic Facility of Chhapi Dam in Jhalawar District of Rajasthan under DRIP II

Amount

Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts

Rip rap stone laying in required profile properly hand packed using stone of specified size including all lead & lifts (b) 30 cm thickness (± 5 % thickness tolerance)

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing all leads of all construction materials including curing etc. complete. (e) In cement sand mortar 1:5

add extra over item no.3 (a) Masonry work in superstructure for Dam and other works.

Cement concrete (1:2:4) M-15 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size upto (d) 20 mm

Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials , of thickness: 25 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate up to 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Cement concrete mix (1:3:6) M-10 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size upto 20 mm

(a) Drilling holes of 35 mm diameter for anchor rods. (i) Up to 1.50 m. depth

Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete

Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.

Cement concrete (1 : 1½ : 3) M-20 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size up to 40 mm. Add extra over Extra labour charges if concreting is done on major /medium dams

Supplying of M.S. reinforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. Tor or ribbed bars (IS :1786-1985)

Side shuttering including propping etc. complete (to achieve finish F 2 for : Block joints of foundation stilling basins buckets, aprons etc. ( non -suspended horizontally laid mass concrete)

Extra labour charges for obstruction in laying and placing the reinforced cement concrete due to reinforcement. Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.

Dismentalling of CI or asbestos rain water pipe with fitting of clamps including stacking within lead of 50 m, 100mm pipe

Drilling more than 48mm but upto 76 mm dia holes in overburden and hard soil compacted earth, morrum etc. for consolidation/curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air,water etc complete

For depth upto5 m

For depth from 5 m to 10 m

Bottom Holes from 10 m to 15 m

Normal pressure washing of drilled holes in stages in approved pattern for cleaning of clay, soil and other filter material from seams and joints in the foundation rock by establishing connections under pressure with air and water icluding cost of equipment.

Single stage

Two stage

Three stage

Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) Medium shade using approximately 50% white cement and 50% ordinary cement.

Extra if terrazo tiles are laid in treads of steps not exceeding 30 cm in width.

Providing and fixing Mild steel railing galvanized or painted complete as per drawing and technical specification MoRT&H Specification : clause 2605

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm complete in all respect. [MoRT&H specifications :800]

Rubbing / removal of lime plaster on stone works by abrasive method above 1” thick layer

Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required.

Providing and laying reinforced Cement Concrete grade M30 design mix railing complete as per drawing and technical specification. [MoRTH Specification: 2703,1500,1600&1700] Cast-in-situ

Painting with synthetic enamel paint of approved brand and manufacture to give and even shade : Two or more coats on new work

Prepration of surface of existing concrete surface/Masonry in cement mortar including removal of organic deposit by washing, with etching compound and use of wet sand blasting and final washing the surface with air and water jet including cost of all material and equipment required for the work complete.

37 mm shotcrete is to be applied after removal of defective concrete/masonry, cleaning of surface thoroughly, with compressor having base layer of 12 mm, and second layer of 25 mm thickness in cement concrete (1:2:1) after proper fixing of 9 gauge welded mesh of good quality rust free of size 50 mm x 50 mm with anchors/clamps in stone masonry/concrete complete in all respect. Cement concrete comprising of cement, sand, coarse aggregate, water and quick setting compound in the proportion 1:2:1, sand and coarse aggregate confirming to IS:383 and table No 1 of IS:9012 respectively

Add Extra for each subsequent height 3.00 m or part thereof above initial lift of 5 m from ground level (upward or downward)

One lift Extra

Two lift Extra

Three lift Extra

Four lift Extra

Five lift Extra

Six lift Extra

Supply of well stitched earth filled bags of capacity, weight not less than 40 kg per bag at site complete.

Labour charges for making cofferDam/ring bundh by loading transporting earth filled cement bags, droping at required location in water including all lead and lift complete excluding cost of empty cement bags.

De-watering by pumping all water to maintain desired water level including cost of POL/Power consumption etc complete. 20 to 30 HP

Providing & applying one coat of UV resistant polymer cement based waterproofing slurry coating of approved make and quality on concrete or plastered surface as per specifications including preparation of surface by cleaning brushing and dust removing, filling of cracks and making the surface leak proof by mixing one part of chemical with 2 parts of cement and 2 parts of water (covering area 1.86 Sq.M/Kg of chemical) including cost of cement, labour, tools & plant, scaffolding if necessary etc., complete as directed by Engineer in Charge. Note: Undulations/cracks found on the surface should be rectified with Cement Motor before application and the same will be paid under relavent items.

Providing & applying Three coat of Acrylic Water Proof membrane having sunlight and UV resistant properties over waterproofing slurry coat , initial coat of 50-75 micron thickness with diluting 1 part of chemical with 2 parts of clean water, over which applying 2 coats at 2 Hrs .intervals each with diluting 1 part of chemical with 20% of clean water for total thickness of 400 to 450 microns (covering area 0.9 Sq.M/Kg of chemical including preparation of surface by cleaning, brushing and dust removing, scaffolding if necessary etc., with contractor's labour, tools, machinery etc, complete as directed by Engineer in Charge.

Drilling 35 mm.to 48 mm. Dia holes in all types of rock or artificial hard material like concrete or masonary for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete & re-drilling in the hole through set grout, if required.

Up to 5 m. depth

From 5 to 10 m depth

From 10 to 15 m depth

Washing and open flushing of drilled holes by alternate jet of air and water under pressure prior to pressure washing and flusing or grout after stage grouting including cost of equipment, compressed air and etc. complete.

Grouting of drilled holes minimum 35 mm dia with or without packers with cement/ clay and or chemicals (in the form of slurry with water) in prescribed ratio till refusal including cost of grouting equipment, compressed air and water etc. complete but excluding cost of cement, clay and chemicals (only dry weight of ingredients excluding chemicals to be considered) with a working pressure upto 15 kg/Cm2 (Dry cement consumption)

onducting water intake test in test holes under pressure for determining permeability before or after grouting including cost of equipment and water etc. complete

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect Hard soil mixed with Kankar / boulders, Morrum

Dressing of uneven embankment in required profile

Preparation of foundation of structure including removal of all loose stones, silt and final washing. By compressed air & water under pressure

Cement concrete (1:2:4) M-15 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size upto 40 mm

Plum concrete well mixed and laid in position including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate of maximum size 80 mm in following proportion with 17% use of plums of more than 150 mm size embedded in concrete. Plum concrete (1:2:4)

Cement concrete mix (1 : 1½ : 3) M-20 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size upto 20 mm

Supplying and laying aggregate in layers and profile as specified including all leads & lifts. Broken ballast 40 to 80 mm size

Supplying and laying sand in required profile including all lead & lifts.

Excavation with line drilling, controlled blasting near structures, populated area (situated within 50m) including dewatering, loading, unloading, disposal & dressing within initial lead of 50m and lift upto 1.5m complete in all respect in dry or moist and also including compensation of damages if any , in : Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including dewatering, disposal of excavated material in the designated spoil bank/ embankment and dressing of excavated material with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio. In Cement sand mortar 1:3

Structural Steel work rivetted, bolted or welded in built up sections,trusses and framed work,including cutting,hoisting (Height upto 10 m) fixing in position and applying a priming coat of approved steel primer all complete.

Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete : Ridges plain (500 - 600mm).

Oiling and greasing of Crest vertical gates of Chhapi Dam including all Charges of man and material complete which include applying Cardium compound to wire ropes, oiling & greasing etc complete As per direction of Engineer-in-charge. Crest vertical Gates

Oiling and greasing of 180 and 125 KVAR generator on Chhapi Dam Which includes complete removal of old worn out parts, Checking of all copper wiring, all wiring and connections All switches etc complete with all matrial,labour, T&P and lead and lift.

ling and greasing of Gantry Crane on Chhapi Dam Which includes complete removal of all old worn out and broken down parts, cables, connections etc complete Checking of all copper wiring, all wiring and connections Control pannel, All switches etc complete with all matrial, labour, T&P and lead and lift complete in all respect.

Supply of Rubber seal for vertical gates at Chhapi Dam as per specification confirming to IS: 11855 of 1986 each set consisting of (a) Bottom rubber seal 11.50 m long (with corner seal right & left) = 1 No. (b) Side rubber seal 7.20 m long= 2 Nos.

Supply of Hex nuts in 16x2 IS: 1364 (part-3) 6.0 Hex bolt in 16x2x65 IS: 136 (part-I) 4.0 and plain washer B-18 IS: 2016 complete 1 set.

Labour Charges for changing of bottom rubber seals other removing old seal by cutting boits with gas welding, providing holes in new rubber seal, insertion of sleeves & fixing over gate with nut bolts, washers etc complete including cost of gas cylinder.

Labour Charges for changing of side rubber seals other removing old seal by cutting boits with gas welding, providing holes in new rubber seal, insertion of sleeves & fixing over gate with nut bolts, washers etc complete including cost of gas cylinder.

Labour charges for changing of brake shoe which include removing of old brake leather shoe by cutting rivets & providing holes in new brake shoe, insertion & fixning in proper position with new rivets complete.

Surface preparation by thoroughly cleaning of oil, grease dirt and other foreign material etc. with sand paper and wire brushes for bituminous alumunum painting of down stream of gates parts. Vertical Gates

Providing and applying one coat of Zinc rich epoxy primer paint (zinc content 85%) of approved quality 40 micron dry, film thickness to gates/embedded parts/hoist components including cost of all materials, labour removing rust cleanning surface, scaffolding with all lead and all lifts etc. complete.

Providing and applying two coats of anticorrosive bituminous black paint of approved quality 40 micron dry film thickness each coat to gate components such as horizontal girders/sector and all bracings/ trunnion assembly/ yoke girders/ stiffeners/ foot bridge etc. including cost of all materials, labour, removing rust, cleaning surface, scaffolding with all lead and lifts etc. complete.

Providing rubber seals as per IS: 11855 for Dam sluice, canal, barrage, stop dam etc. gates of required size and type and specification with testing, including all lead and lifts packing & forwarding charges for all components etc. complete. Rubber seal musical note type 100 mm x 44mmx14mm (44 mm Bulb) Teflon cladded

Providing fabrication machining and assembling of different types of MS Anchors/MS chuck nut for Gates assembly complte as per drawing with testin including cost of all materls applying one coat of zinc rich epoxy primer and two coats of cold applies coal tar epoxy paint with machinery labour, cutting aligning welding finising cleaning etc complte as per specification and approved drawings with all lead and lifts including packing & forwarding charges for structural steel components and other materials. U, J, H, I type anchor

Labour charges for removal of existing wornout/damaged bottom and side rubber seal of stop log gate of dam cutting bolts with gas cutter, providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots washer etc. including cost og gas (LPG and Oxygen) cylinder etc. complete.

Providing of dia 40 mm wire rope 6 x 36 construction fiber main core right hand lay ungalvanized with UTS of 180 Kg/Sq.mm breaking strength of 95208 Kgs confirming to IS : 2266/1989 (for 13 Nos vertical Gates )

Labour charges for removing old wire rope and fixing of new wire rope with all accessories and T&P etc complete

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture

SITC of silent DG set (As per CPCB Norms) complete with 1500 RPM diesel engine of suitable BHP and AC brushless SPDP alternator mounted on a common base frame and coupled through a flexible coupling or close coupled.Altenator shall be self regulated with standard alternator protection (over voltage, over speed & under Voltage, under speed warning and shut down).Engine shall have resedential silencer, upto 3 m exhaust piping, electronic/mechanical governors, manual and electric start, batteries, engine instruments panel, AVM and with weatherproof,powder coated accoustic enclosure for DG set for sound attenuation fabricated fron 1.6 mm CRCA sheet steel (Structure) with side wall fabricated from 1.6 mm CRCA sheet and filled with 100 mm thick glass wool(96 Kg/Cum)/Foam, as per IS:8183 the doors of 100 mm thick and fabricated from 1.6 mm CRCA sheet packed with accoustic material, canopy fixed with axial flow fan, All doors/opening are sealed with neoprene/EPDN gasket.The enclosure have built-in fuel tank,residential silencer (isolated from Main DG chamber) with protection and tripping of DG set against temperature of more than 50 degree centigrade.All controls for operation of DG set are from outside the enclosure with DG control pannel having microprocessor based Genset monitoring & control system, MCCB, Ammeter, Voltmeter, PF meter, Frequency meter,KWH meter,ind.lamps etc mounted inside enclosure, visible and accessible from outside. The enclosure shall be suitable for following capacity DG set and alternator,noise level shal be less than 75dBA at a distence of 1m, duly certified by authorised agency etc complete in all respect of capacity :Radiator cooled & Turbo charged /AC 250 KVA at 0.80 pf 415 V 50 HZ 3 φ

S/F DG set exhaust piping insulation on 80 mm to 150 mm dia exhaust pipe Asbestos rope insulation

SITC of high mast lighting system (as per CP3-TR7/1996 of ILE, UK) consisting of totally hot dip galvanised by single dipped method high mast, lantern carriage suitable for up to 12 nos luminaries with welded arm, mast head frame assembly with full cover, aviation obstruction lights, double drum type self sustaining winch, integral power tool accesible from door with padlocking arrangement ( winch motor with control circuit) hot dipped galvanised heavy duty pipe lightening finial, suitable ropes (AISI 316, 7 / 19 costruction ), EPR insulated PCP sheathed trailing cable, outdoor type control panel for auto on / off, reverse / forward motor operation and CC foundation of M - 25 grade complete as required. The mast is constructed from mild steel plates (as per IS 5986 Gr. 510 ) cut and folded to form a polygonal section, telescopic jointed and welding as per BS 5135. The complete work shall be supervised and certified by the manufacturers for satisfactory supply, erection, testing and commissioning of high mast. (a) 16 METER HIGH MAST (IN TWO SECTION)(Group I) Material construction: S 355 grade as per BS-EN-10025 Thickness of galvanisation: As per BS EN ISO 1461 Top/Bottom (diameter of high mast): 150/410 Crosssection of mast polygone:20 sides No. of section of mast :02 Thickness of mast: 3mm - 4mm Size of base plate: 570 mm Thickness of base plate: 30 mm No of foundation bolt: 8 nos Bolt dia/length: 30 x 850 mm No. of drum: 02 Wire rope: 2/3 (6mm thick) Power tool: reversible 415V,3 phase (PHILIPS/SURYA/CG/UTKARSH/TRANSRAIL/PE/BPP)

P & F IP-65 / IP-66 protected LED street light luminaire on existing bracket. Fixture made from powder coated single piece pressure die cast aluminium housing with Heat dissipation fins on housing with High Power LEDs of CREE / NICHIA / OSRAM / PHILIPS make. DIffuser / Glass cover for ensuring IP65 protection for Lamp & control gear compartment, System Lumen output of 1500 - 8500 High Power LED. Integrated Driver shall be high efficiency having efficiency > 85% and in compliance to IEC standards System life of 25,000 Burning Hours with 70% of initial Lumens maintained. Fixture shall be in CE Compliance. (i) High power LED flood light 160 Watts (Group-I)

Plate Earthing as per IS:3043 with G.I Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 25 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer, nipple ,wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.

S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required. A)20mm x 3mm G.I (Hot dipped)strip

P/Laying P.V.C. / XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor of IS:1554 P-I / IS :7098 P - I of Group 1 of approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size.(RALLISON/DELTON/HAVELLS/KEI/TEREXAL/PLAZA/POLYCAB/RAJSAFE)

10 sqmm 2 core

16 Sqmm 4 core

35 sqmm 3.5 core

Supplying and making end termination with heavy aluminium lugs ( Pin / ring type ) duly crimped with crimping tool, PVC tape etc of following size. a)25.0 Sq.mm

Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor ISI marked (IS:694) of 1.1 kV grade and approved make in existing surface or recessed conduit/casing capping including making connections etc. as required. (ROMEX / METRO /VIMALPOWER /SMIC/TAMBI ) (a) 2 x 2.5 sq.mm

4 Sqmm 2 core

P&F of removable Voltage surge protection device (surge arrester) for protection against transient over voltage (8/20 micro -seconds) and to run current waves to ground, making connection, testing etc. as required. ( Imax=40 kA, Up= 1.2kV, Uc=275 volts ) (LEGRAND/L&T/GE/ABB/SCHNEIDER/SIEMENS) a) Triple pole & neutral

P&F 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/C/D Tripping characteristics) ISI marked IS-8828(1996)/Confirming to IEC 60898 in existing board including making connection etc as required Four Pole MCB 40 A to 63 A

SITC of wall/Free standard floor mounted dust and vermin proof compartmentalised cubical panel made out of CRAC sheet required hardware duly treated for derusting in 7 tank process with dephosphating and with power coating on both side of panel in desired shade.The panel having PU/Neoprene rubber gasket not less tha 3 mm thickness ,seperate detachable gland plate MS base channel, hinged door with locking arrangement for equipment/swithch gear thickness of sheet shall not be less than 1.6 mm up to 600 mm length/width of any compartment and be of 2.00 mm above 600 mm.Load bearing structure shal be of 2.0 mm. Thick sheet supported by base MS channel if required.Side wall and cable alley compartment having bolted type doors with/without detachable extension type structure.

SITC of quick make and quick break four pole current limiting MCCB having following current rating short circuit breaking capacity at 440/415 V, 50 HZ O/L and S/C setting and confirming to IS:60947-2/IEC 60947-2, with front face and centralised adjustable line load interchangability having positive isolation capability provision for UVR, shunt trip earth fault trip,push to trip including making connection with lugs and spreaders as required :with thermal magnetic release upto 100 Amp, 25 KA, adjustable O/L and fixed S/C setting Lcs=100 % ICU

P&F mechanical/digital time switch having following day/weak programme and minimum 100 Hrs reserve and AC I Rating of 16-20 Amp including making connections, programming etc as required : one day weak reserve digital type

P&F of AC operated heavy duty 230/440 V power contactor confirming to IS:13947-4-1/IEC:947-4-1 having provision of mechanical interlocking, auxilary contact, Din rail mounting type including making connection pasting etc required: 4 pole power contactor with AC I rating 100 Amp

Structural cement concrete (Design Mix) in open foundations, with from work at any level. Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTH Specification : Section 1700(N)&1500(N)]. Using Batching Plant, Transit Mixture, and Concrete Pump. P.C.C.M-15 grade

Octagonal MS Poles made of S-355JO grade steel sheet, folded lengthwise to obatined octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. (See Table E - 10 for specs.): 8 Mtr

Supply, Erection and fixing of hot dipped galvanised Overhang (48.3 x 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles: Single Arm overhang Single Arm Overhang

P & F 240/415 V isolator conforming to IS: 13947-III/IEC 60947-3 on existing board / sheet including making connections, testing etc. as required:

Four pole Isllator 63 A rating

Double pole Isolator 63 A rating

P & F 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/C / D triping characteristic) ISI marked IS 8828 (1996)] / conforming to IEC 60898 in existing board / Sheets including making connections, testing etc. as required: 6 A to 32 A rating

4 pole Power contactors with following AC 1 rating: 100 Amp

SITC of quick make and quick break 4 Pole current limiting MCCB having following current rating, short circuit breaking capacity at 440/415 V, 50 Hz; O/L & S/C settings and conforming to IS 60947-2/IEC 60947-2 with front face and centralised adjustable, line load interchangeability, having positive isolation capability, provision for UVR, shunt trip, earth fault trip, push (test) to trip, including making connections with lugs & spreaders, etc as required : Upto 100 Amp, 25 kA, adjustable O/L & fixning S/C setting, Ics = 100% Icu

Contactor Block ML-2, 32 Ampere, AC-3, 415 Volts, 50 HZ, ISI-3947, EC60947-4-1 for gallery.

Providing and installing ON/OFF switch of control panel of vertical gates.

Providing and installing BCH thermal relay MC 305, ANN-3N series A-22-0, 30 Ampere for gallery

Providing and installing Chavi switch of control panel of vertical gates.

Providing and installing limit switch housing rollor level 3SE100E of siemens or equivalent make for vertical gate.

Providing and installing magnet coil 415 V - 440V, 50 ampere, 4 wires

Providing and installing magnet coil 415 V - 440V, 50 ampere, 2 wires

Providing and installing HT fuse wire

Providing and installing HRC fuse 63 ampere

Providing and installing timer coil 2 wire

Providing and installing timer coil 4 wire

Providing and installing Magnet Brake coil for vertical gates 440 Volts 40 Amp

Providing and installing rotary switch AMP meter type 14 S 39 A

Providing and installing Amperemeter range 60/5A size 4"

P&F two pin energy efficient compact flourescent lamp in existing holders /fixtures as required : 36 watts 4 pin

Providing and installing BCH thermal relay MC 305, ANN-3N series A-22-0, 30 Ampere for gallery

Providing and fixing leather washer of diameter 6"

Providing and installing timer coil 2 wire

Providing and installing timer coil 4 wire

Providing and installing Diesel Filter for generator

Providing and installing air Filter for generator

Providing and installing rotary switch 440V for generator

Providing and installing rotary switch AMP meter type 14 S 39 A for gallery

Providing and installing Timer set complete for gallery

Providing and installing Shut down Valve for generator

Providing and installing BCH Thermal relay 0-30 Ampere for generator

Providing and installing BCH 32 ampere contactor coil 440 V for generator

Providing and installing temperature switch

Providing and installing limit switch 220 Volts Siemens' or equivalent make

Providing and installing main switch 100 Ampere 440 Volts

P/Laying P.V.C. / XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor of IS:1554 P-I / IS :7098 P - I of Group 1 of approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size.(RALLISON/DELTON/HAVELLS/KEI/TEREXAL/PLAZA/POLYCAB/RAJSAFE) 10 Sqmm 4 Core

P & F IP-65 / IP-66 protected LED street light luminaire on existing bracket. Fixture made from powder coated single piece pressure die cast aluminium housing with Heat dissipation fins on housing with High Power LEDs of CREE / NICHIA / OSRAM / PHILIPS make. DIffuser / Glass cover for ensuring IP65 protection for Lamp & control gear compartment, System Lumen output of 1500 - 8500 High Power LED. Integrated Driver shall be high efficiency having efficiency > 85% and in compliance to IEC standards System life of 25,000 Burning Hours with 70% of initial Lumens maintained. Fixture shall be in CE Compliance. IP - 65 Protected LED Street Light Luminaire LED Street Light fixture 80-90 Watt

P&F energy efficient direct fit (retrofit) LED tube system (with integeral driver) on existing fixtures. Power consumption of 18 W/36W1500/3000 lumen, system lumen efficiency 80 lm/Watt output, life time of 50000 burning hours with 70 % initial lumen maintained.CCT 3000 K, 4000 K and 6000K 4' LED tube shape fixture 18 W

Maintainence free gel earthing with pipe in pipe/pipe in strip technology fiiled with anti corrosive conductive compound (CPRI Tested) below the ground in 150-200 mm dia earth pit and sourrounding filled with required mineral filling compound (MFC should be hygroscopic property to retain the moisture for long time to create low resistence zone) and CC finished chamber covered with hinged type with locking arrangement CI cover, CI frame of size 300 mm x 300 mm complete testing of earth resistence as required of following sizes: GI pipe 3000 mm long 80/40 mm, terminal 14 mm GI strip

S&L following size earth/wire strip in horizontal or vertical run in ground/surface/recess including rivetting, soldering, saddles, making connections etc as required : 25 mm x 5 mm copper strip.

Providing laying P.V.C./XLPE insulated and P.V.C. sheathed cable of 1.1 Kv grade with copper conductor of IS: 1554 P-1/IS:7098 P-1 of group 1 of approved make in ground as per IS:1255 including excavation of 30 cm x 75 cm size trench, 25 cm thick under layer of sand, II nd class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc as required.

Armoured Cable 35 Sqmm 4 core

Armoured Cable 25 Sqmm 4 core

Armoured Cable 10 Sqmm 4 core

Armoured Cable 4 Sqmm 4 core

Armoured Cable 2.5 Sqmm 2 core

Armoured Cable 2.5 Sqmm 10 core

Providing laying P.V.C./XLPE insulated and P.V.C. sheathed cable of 1.1 Kv grade with aluminium conductor of IS: 1554 P-1/IS:7098 P-1 of group 1 of approved make in ground as per IS:1255 including excavation of 30 cm x 75 cm size trench, 25 cm thick under layer of sand, II nd class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc as required. 185 sqmm 3.50 Core

P&F of AC operated heavy duty 230/440 Volts power contactor confirming to IS:13947-4-1/IEC:947-4-1 having provisions of mechanical interlocking, auxilary contacts, Din Rail mounting type including making connections, testing etc as required: 4 pole power contactors with following AC 1 rating of 160 Amp

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work

Change Over Switch 440 Volt, 250 Amp ( make:- HPL ( Socomec ), Gerard ( Elcon ), GE, L&T, C&S, ABB, Indoasian, Havell's)

440 Volt, 250 Amp MCCB wit O/L, Earth Fault detection (ABB, Siemens, GE, L&T, Schneider, Legrand, C&S, HPL,Indoasian, BCH)

1.1 KV, 3.5Cx 95 sqmm XLPE Al Cacble (Rallison, Ekta, Delton, Havell's, KEI, Terexal, Plaza, Paramount, Grandlay, Gem'scab, MPCAB, Worldcab, Diatron, Unicab, Unistar, Gemini, Romex, Ishwarcab, SPC, Orient cab, Empire, Orbit, Polycab, Rajsafe, Metro,RR Kable)

Supply, Fabricating & Installing following sizes of perforated cable trays including horizontal and vertical bends, reducers tees, cross members and other accessories as required and duly suspended from the celling with suspenders and including painting as required. 225 mm x 50 mm x 1.6 mm

10 HP Open well type Submersible Pumpsets (KSB, Kirlosker, Techno, Texmo, Taro, Calama, Pluga, Crompton greaves, Chetan, Lubi, Varuna, Duke, Ujala,Falcon, Unnati,Oswal)

Supply and fixing of Air break Starter panel made out of sheet steel powder coated enclosure comprising of over load protection relay, short circuit & single phasing protection, ON / OFF push buttons, ammeter, voltmeter, indicating lamps etc. complete in all respect suitable for 10 HP rating motors.

PVC Hose pipe 4" for delivery line pipe

LED Light, 20 Watt , 24 VDC (For tunnel application)

Junction Box, 400(H) X 300(W) X 200(D) With 5 Amp SMPS & TB arrangement

Level Switch, Range 0- 2 mtr (including modification in Starter Panel), Make P&F

2.2 KVA UPS with 150 AH with RC 1800 battery (2 batteries)

2C X 1.5 sq. mm, Unarmoired cable ( Make -Ashocab, Vimal power, Ramson, Enpowercabs, Samflex, westin, Torrent,, )

3C X 1.5 sq. mm, Unarmoired cable, ( Make -Ashocab, Vimal power, Ramson, Enpowercabs, Samflex, westin, Torrent, )

Installation & Comissioning Charges for completing the whole Project

Construction of dry lean cement concrete 1:3:6 Sub- base. over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Providing and laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH specifications : Clause 602, 112 Using cement concrete M-30 pavement grade.

Providing and fixing Precast concrete flooring slabs (M-30 Grade) of different sizes (Manufactured with fully mechainsed dry cast process with forced action mixer whose arms revolve along the main axis and rotate about its own axis also, having humidity sensor for moisture control of w/c ration in concrete mix. Manufactured with steel moulds (Milled and manufactured in CSI diamond or CSI Nitro process for accuracy) on steel base plate of min 16 mm thick; Having Vibration and pressing action both together with the help of mutiplesnchonised vibrators. Power of hydraulic station should be minimum 50 KW for compaction and cured in controlled chambers having humidity control and automated air curculation system) including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 Coase sand), cost of required centering, shuttering complete and spreading 25 mm thick sand underneath.

Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de- watering wherever required complete in all respect.Hard rock not requiring blasting

Cement concrete mix (1:3:6) M-10 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size upto 40 mm

Plaster in cement sand mortar 1:5 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials , of thickness: 25 mm

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead upto 50 Mtr. and lift upto 1.5 Mtr. : All kinds of soil

Earthwork in excavation for foundation trenches of drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. Including taking out the excavated soil and depositing and refilling of jhirri with watering and ramming & disposal of surplus excavated soil as directed with in a lead of 50 Mtr. All kind of soil.

Diluting and injection Chlopyrifous Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS : 6313 part-III as amended from time to time and creating a continous chemical barrier under and arround the column pits, wall trenches, basement excavation, top surface of plinth filling, juction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surroundings of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment) and exculding the cost and chemical and emulation.

Random Rubble stone masonry for foundation and plinth in Cement Sand mortar above 30 cm thick wall in : Cement Mortar 1 : 6 (1-Cement : 6-Sand).

Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead upto 50 Mtr. and lift upto 1.5 Mtr.

Filling in plinth with locally available river shingle under floors including watering ramming consolidating and dressing complete including cost of shingle sand.

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

Random rubble dry stone Kharanja under floor.

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size).

Centering & Shuttering with plywood or steel sheets including strutting, propping, bracing bothways and removal of formwork for foundations in basements rafts, footings, strap beams bases of columns, etc. upto plinth level.

Centering & shuttering with plywood or steel sheets including strutting, propping, bracing bothways with wooden members and removal of formwork for superstructure upto 4.5 m height above plinth, for : Suspended floors, roofs landings staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chajjas, lintel, beam etc.

Centering & shuttering with plywood or steel sheets including strutting, propping, bracing bothways with wooden members and removal of formwork for superstructure upto 4.5 m height above plinth, for : Columns, pillars, posts and struts etc.

Providing and laying in position specified grade of reinforced cement concrete including curing, compaction, finishing with rendering in cement sand mortar 1 : 3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement - All work up to plinth level : 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor three level including curing, compaction, finishing with rendering in cement sand mortar 1 : 3 (1 cement : 3 coarse sand) and making good the joints excluding cost of centering shuttering and reinforcement : 1 : 1 : 2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs, griders having slopes up to 15°, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases up to floor three level including curing, compaction, finishing with rendering in cement sand mortar 1 : 3 (1 cement : 3 coarse sand) and making good and joints excluding the cost of centering, shuttering and reinforcement : with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

Brick masonry in foundation and plinth with bricks of class designation 75 in : Cement mortar 1 : 6 (1 cement : 6 coarse sand).

Add extra over item No. 5.1 for brick work in super structure upto third storey.

Half brick masonry in super structure using bricks of designation 75 in : Cement mortar 1 : 4 (1 cement : 4 coarse sand).

Brick work in partition in super structure upto third storey 7 cm. thick (brick on edges) using bricks of class designation 75 in : Cement mortar 1 : 4 (1 cement : 4 coarse sand).

Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. Hot rolled deformed bars (IS : 1139).

Grading roof water proofing treatment with : Cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

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

Finishing with 25 mm thick cement plaster on roofs in cement sand mortar 1 : 4 mix including water proofing compound @ 2% of cement used. with neat cement, finishing, curing etc. complete in all respect including making of 300 mm x 300 mm square.

Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13 x 3 mm, 10 cm. long embedded in cement concrete block 15 x 10 x 10 cm. of 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm 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 4 mm thick with copper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : Partly fixed and partly openable [ fixed area not to exceed 33% ]

Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20 x 3 mm with suitable screw at not exceeding 150 mm distance.

Providing and fixing Square bars or other flat welded to window, ventilators etc.

Providing 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 fittings complete as per annexure 'A' : 30 mm thick commercial Veneer Both side

Providing and fixing frame for doors and windows of EZ-7 IS 1038 marks section welded at corners and dully painted with red oxide paint, frame to be fixed by MS flat 230 x 16 x 3 mm size holdfast embedded in cement concrete M 100 (1 : 3 : 6) block size 230 x 115 x 75 mm with oxidized iron 100 mm round hinges screwed and welded complete in all respect as per design with priming coat of red oxide.

Providing and fixing fully panelled doble leaf shutter for doors as per approved design and drawings with approved ordinary C.P. / oxidised steel fittings as per Annexure-'A" and width of styles & top rails of 100 mm and lock rails width of 150 mm and bottom rails of 200 mm width including teak wood beading of size 19 mm x 12 mm on both faces complete : 25 mm thick Nigeria teak wood grade-I. Wire gauge 24 gauge 14 mesh of IS designation 85 gauge wires of dua 0.56 mm panels .

6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand).

Rough cast plaster with a mixture of sand and gravel or crushed stone 2.36 mm to 12.5 mm nominal size dashed over and including the fresh plaster in two layer, under layers of 12 mm thick cement plaster and top layer 10 mm thick of CM 1 : 4 (1 cement : 4 sand) mixed with 10% finally grounded hydrated lime by volume of cement : Light coloured finish using white cement and required pigments.

Plaster on new surface on walls in cement sand mortar 1 : 6 including racking of joint etc. complete fine finished : 20 mm thick

Polished Blue Kota stone flooring skirting, laid over 20 mm thick base of C.M. 1 : 4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete : For area of each slab from 901 to 2000 Sq.Cm : 25 mm thick slab.

Precast terrazo tiles of approved make, 20 mm thick with marble chips of size upto 6 mm laid in floors, and landing, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete on 30 mm thick bed of cement sand mortar 1 : 4. Dark shade using ordinary cement.

Supplying and fixing in walls machine cut and polished stone shelves, tands and sills in CM 1 : 3 with machine cut edges : Kota stone 25 to 30 mm thick.

Providing and fixing 1st quality standard White / Ivory Glazed Tiles ISI marked [IS : 13753] of size 300 mm x 200 mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster on walls and pillar). Catgory-I : Kajaria, Johnson, , Somani make etc.

Applying priming coat : With ready mix pink or gray primer of approved brand and manufacture on wood work hard and soft wood.

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including Prepration of base and all scaffolding : New work (two or more coats) over and including scrapping and priming coat with cement primer.

Painting with ready mix paint of approved brand and manufacture in all shades to give an even shade :

New steel work (two or more coats).

New wood work (two or more coats).

Providing gola (batta) in lime concrete using 50% lime surkhi / sand mortar 1 : 2 with grit along joint of walls and terrace finished with lime mortar 1 : 2 plaster with Gur, Gugal, Methi etc. in concave shape of size : 75 mm x 75 mm

Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding : New work (Three or more coats).

Providing and fixing Indian Type white glazed vitreous china 1st quality W.C. Orissa pan (IS : 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor. Size 580 x 440 mm

Providing and fixing European type white glazed vitreous china 1st quality W.C. pan (IS : 2556 Mark) P or S Trap including cutting and making good the wall and floor.

Providing and fixing Water Closet Seat Covers with brass hinges complete. Solid (PVC) (IS 2548 marked) grade - I white for EWC

P & F bib cock (IS: 8931 mark) superior quality of approved make C.P. Brass bib cock, 15 mm nominal bore

Providing and fixing Low Level Flushing Cistern of 10 litres capacity (IS : 2556 Mark) of approved make with complete fittings, C.I. brackets duly painted, brass ball cock with ball, (IS : 1703 Mark) complete including cutting and making good the wall. PVC with CP brass long band

P & F WVC Wash Basin (1st 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, 25 mm G.I. waste pipe complete including cutting & making good the wall. Size 550 x 400 mm dia for counter top

P & F Kitchen & Lab Sink of approved make with C.I. brackets duly painted, 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe upto floor level complete including cutting & making good the wall & floor. 1.0 mm thick Salem stainless steel AISI - 304 Kitchen sink of approved make (Nirali, Neel- Kanth, Jaina, Faber, Criystal ) With large waste couplings IS 13983-1994. Over all size 24 x 18 x 8 inches Bowl. (Size 20 x 16 x 8 Inches)

Providing and fixing 1st quality WVC Pedestal for wash basin

Providing and fixing Beveled edge Mirror of special glass of approved make (Atul / equivalent) complete with 6 mm thick asbestos cement sheet ground fixed to wooden screws & washers. Size 600 x 450 x 4 mm thick

Providing and fixing Towel Rail or Ring of approved quality / make. C.P. Brass Towel rail with brackets 600 x 20 mm

Providing and fixing Jet Spray for water closet with C.P. Copper Tube flange of approved make

Providing & Fixing C.P. Flange for 15 mm dia taps

Providing and fixing 3-layer PP-2 (Polypropylene random copolymer) Pipe SDR UV stablized and antimicrobial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings and fixing the pipe with clamps at 1.00 spcing. The includes testing of joint complte as per direction of Engineer in charge (INTERNAL WORK - EXPOSED ON WALL) PN-16 Pipe 20 mm OD

Making connection of G.I. distribution branch with G.I. main including all fittings. Upto 25 mm dia

Providing and fixing Pillar Cocks (IS : 8934 Mark) of superior quality and approved make. C.P. Pillar cock, 15 mm dia nominal bore.

P & F bib cock (IS: 8931 mark) superior quality of approved make (--do--) long body, 15 mm nominal bore weight not less than 690 gm

Providing and fixing Inlet Connection (Angle, Valves) Superior quality, of approved make.for wash basin Gyser etc. with 37 cm long pipe and nut

Providing and fixing Flush Cock / Flush Valve (IS : 9758 Mark) for WC of approved quality make. Half turn exposed 25 mm nominal bore.

Providing and fixing Ball Cock (IS : 1703 Mark) with Rod & P.V.C. Ball complete. Brass wt. 400 gm 15 mm

Providing and fixing Full -way Valve (IS : 778 Mark) or wheel valve of approved make. Gun Metal 15 mm nominal bore

Providing and fixing PVC Storage tank confirming to IS : (12701 marked indicating the BIS license No) of approved make with cover, 25 mm dia 1 M long G.I. over-flow pipe & 25 Cm. Long wash out pipe with plug & socket, including making connection etc. complete of approved design. 500 Litres capacity

Providing and fixing rigid PVC Pipe (IS : 4985 mark) Class II (4 Kg./Cm2) approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant. 110 mm dia

Providing and fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS : 13592 : 1992 Marked) of approved quality / make 110 mm dia

Providing and fixing rigid PVC Pipe fittings (IS : 4985 mark) of approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant. 110 mm dia Coupler (Socket)

Providing and fixing rigid PVC Pipe fittings (IS : 4985 mark) of approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant. 110 mm dia Door Tee

Providing and fixing rigid PVC Pipe fittings (IS : 4985 mark) of approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant. 110 mm dia Bend 45°

Providing and fixing rigid PVC Pipe fittings (IS : 4985 mark) of approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant. 110 mm dia Door Bend (Top Side)

Providing and fixing rigid PVC Pipe fittings (IS : 4985 mark) of approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant. 110 mm dia Vent Cowel

Providing and fixing rigid PVC Pipe fittings (IS : 4985 mark) of approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant. 110 mm dia Pipe Clip

Providing and fixing rigid PVC Pipe fittings (IS : 4985 mark) of approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant. 110 mm dia Plain Tee

Providing and fixing rigid PVC Pipe fittings (IS : 4985 mark) of approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant. 110 mm dia Plain floor trap

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. flooring & over stone slab covering, 80 mm thick slab, jointing of slab in CM 1 : 3 Ralthal, Kharanja, 50 mm thick stone partition walls, 20 mm thick plaster in CM 1 : 6 finished with neat floating cement, 4 Nos C.I. foot rests of approved design, two No. 450 mm dia 25 Kg. of each C.I. cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 Mtr. Size 400 x 140 x 150 cm (for 50 users)

Construction of Cement Concrete Chamber with 125 mm dia. C.P. Brass Grating

Providing and applying white cement based putti over plastered surface to prepare the surface even and smooth complete. Birla/J.K./Nerolac or ISO. As per direction of Engineer in Charge.

Random Rubble stone masonry (using R.R. Stone where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg) for foundation including all leads of all construction materials including curing etc. complete. In cement sand mortar (1:6)

Brick masonry (using well burnt clay bricks of size 230 x 110 x 70 mm, class designation 75 as per specification) up to plinth including all leads of all construction materials including curing etc. complete. In CM 1:4

Filling in plinth with locally available river shingle under floors including watering , ramming , consolidating and dressing complete including cost of shingle, and loading and un-loading wherever required with cost of dewatering wherever required, complete in all respect

R.R. stone Masonry Kharanja (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including all leads of all construction materials including curing etc. complete in 1: 6 Cement Mortar

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 901 to 2000 Sq.Cm :

Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove

Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. (ii) Tor or ribbed bars (IS :1786-1985)

Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :20 mm thck

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.

Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirming to IS : 13755 and 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).

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 B

Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) 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 : Doors.

Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) 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 fixed

P & F Universal (anglo-Indian type) white glazed vitreous china W.C. pan 1st quality (IS 2556 Marked ) with P or Strap including cutting and making good the wall and floor

P & F WVC wash basin (1st quality, I.S. : 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, 25 mm G.I. waste pipe complete including cutting & making good the wall.: Size 550 mm x 400 mm

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.

P&F GI pipes (internal work) with GI fitting excluding unions (IS: 1239 Mark) & MS clamps including cutting and making good the walls and floors: 15 mm dia nominal bore "B" class

P&F early steamer emmission type lightening arrester on GI mast with air terminal configured as spheroid which is comprised of separate electrically isolated 4 panels surrounding an earthed centralfinial,the terminal shall be tested by CPRI for impulse current of 45 KA (8/20 Sec)with 5 positive and 5 negetive impulse, the arrester having following protection radius at level 1 : 60-79 m

S& laying of down conductor of 70 Sqmm single core insulated flexible copper cable with accessories as required.

Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304].In ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS Depth upto 3m

Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304].In Hard Rock [MoRTH Specification : Clause 301, 302, 303].Requiring Blasting

Plain Cement Concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days.with form work, at any level (MoRTH specification clause : 2100)

Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500].With 20mm nominal size aggregate By using batching plant R.C.C. M-25 grade

Stone masonry work in cement mortar 1:3 with mechanical mixer for foundation (any level) complete, including all scaffolding etc., excluding pointing and plastering, as per drawing and technical specification. [MoRTH specification : Section 1000, 1400]Random Rubble Masonry (coursed/uncoursed)

Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification.Design mix concrete – [MoRTH Specification : Section 1500 & 1700].RCC M-25 grade, including form work Upto 5 mtr. height

Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement

Plastering 20mm thick with cement mortar (1:3) on Masonry work in sub structure as per technical specifications.

Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification.Design mix concrete – [MoRTH Specification : Section 1500 & 1700].PCC M-25 grade Upto 5 mtr. Height

Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].

Structural RCC/PSC upto a height of 5 mtr. for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. As per drawing and technical specification Design mix concrete. [MoRTH Specification : 1500 & 1700]. RCC M-30 grade Solid slab superstructure By using batching plant

Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]

Providing and Laying PCC M-15 grade leveling course below approach slab complete as per drawing and technical specifications. [MoRTH specification : 2700]

Reinforced cement concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. [MoRTH specification : 1500, 1600, 1700, 2704]

Reinforced cement concrete wearing coat M-30 grade at any level including formwork and reinforcement complete as per drawing and technical Specification. [MoRTH Specification : Clause 2204, 1500 & 1700].

Providing and fixing premoulded bitumen joint filler at any level, for expansion joints including the cost of sealing compound and priming coat. (MoRTH specification : clause 2600). 25mm wide

Providing and filling joint sealing compound as per drawings and technical specification with coarse sand and 6% bitumen by weight as per MoRTH specification : clause 2605.

Drainage spout with GI pipe 100mm dia and GI bolt 10mm dia with galvanized MS flat clamp complete as per drawing and Technical Specification

Providing & Laying of Filter media with granular materials/stone crushed aggregates satisfying (IRC-78) the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. (MoRTH specification : Clause 710, 2200, 2504).

Providing and laying reinforced cement concrete grade M-30 design mix railing complete as per drawing and technical Specification. [MoRTH Specification : 2703, 1500, 1600 & 1700]. Cast in Situ

Construction of embankment with approved material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305

Dismantaling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lift and lead of 1000 metres. [MoRTH Specification: Clause 202].BY MECHANICAL MEANS Prestressed/reinforced cement concrete grade M-20 & above.

Raised and cut pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio. Cement sand mortar 1:3

Providing, laying and fixing in position RCC spun or Hume pipe with collars (ISI 458-2003) in required size packed in gasket for Hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. NP-3 1000 mm

Earth work in rough (borrow area) excavation for embankment in hard soil, Morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted manually or by plain roller with initial lead of 250 m and lift up to 1.5m (excluding charges for compaction and watering), including loading and un-loading wherever required complete in all respect. Extra charges for lead beyond 250m and up to 750m (½ km) Add extra for each subsequent lead of 500m or part thereof beyond ½ Km and up to 5 km

Compaction of earth or highly weathered strata : By manually or plan roller (density 90% of Proctor)

Watering of earth including cost of carriage of water when source of water is : Up to 1 Km.

Demolishing stone rubble masonry including stacking of useable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required. In cement mortar

M/S RAM NARAYAN CONTRACTOR