Project Estmate (Final)

download Project Estmate (Final)

of 65

description

Project Estmate

Transcript of Project Estmate (Final)

ABSGOVERNMENT OF ASSAMPUBLIC WORKS DEPARTMENTNAME OF WORK: Construction of Composite Check gate with lay-bys at Ch.817.1975m to Ch.818.69 m of the NH-31 and Project Township Complex at Chhagolia (Boxirhat) at Assam-West Bengal inter-state Border under Abhayapuri N.H. Division, Assam.Name of Circle :: Nalbari NH Circle.Name of Division :: Abhayapuri NH Division.General Abstract of CostSl.No.DscriptionReferenceAmount (Rs.)Estimate Part-I1PART - A :- Road WorksEstimate Pt.-A454098187.9953832PART - B :- Building WorksEstimate Pt.-B3112392213PART - C :- Electrical WorksEstimate Pt.-C325100004PART -D :- Mechanical WorksEstimate Pt.-D301923345Site & Physical Survey and Sub-Soil Survey Works and Renovation of Agomoni I. B.Appendix - 4 & Vol.-III29404006Total of all Works (Sum of Sl. Nos.1 to 5)830980142.9953837Contingencies @ 1% of Sl.683098018Labour Cess @ 1% of Sl.683098019Estimated Cost of works (Sum of Sl: 6,7,8)847599744.995383Estimate Part-II10PART -E :- Computer and ScannerEstimate Pt.-E28330000011Total Estimated Cost of the project (Sum of Sl. 9,10)1130899744.99538(Rupees One Hundred Thirteen Crores, Eight lakhs, Ninety Nine thousand, Seven hundred Forty Five) only.Asstt. Executive Engineer, (Elect)Executive Engineer,PWD,PWD Guwahati Electrical Sub Division,Abhayapuri NH Division,Fancy Bazar, Guwahati-1.Abhayapur, Assam.Executive Engineer, NH (BRD-R)Executive Engineer, NH (Bridge)O/o the C. E., PWD, NH(Works), Assam,O/o the C. E., PWD, NH(Works), Assam,Chandmari, Guwahati-3.Chandmari, Guwahati-3.Addl. Chief Engineer, (Elect) PWDSuperintending Engineer, NH (P)Assam, Chandmari, Guwahati-3.O/o the C. E., PWD, NH(Works), Assam,Chandmari, Guwahati-3.Chief Engineer, PWD, NH (Works),Assam, Chandmari, Guwahati-3.

basic_rates(B)ANALYSIS B-2 (BUILDING WORKS)(A)Composite Rate for Assam Type Building Grade-ISr. No.DescriptionRateAmount1Basic Floor Area Rate779077902Additional Rate for Steel Truss450Per Sqm of Area4503Additional Rate for Aluminum Window700Per Sqm of Area7004Additional Rate for Weather Coat1%of Basic Rate785Additional Rate for plastic paint1%of Basic Rate786Additional Rate for Normal preparation of site1%of Basic Rate787Additional Rate for Extra plinth height75758Additional Rate for Deeper Foundation480Additional depth of 1.0 M4809Additional rate for Ceramic tiles flooring1241Per Sqm of Area124110Extra Rate for Zypboard false ceiling ( =1024-292.15)732Per Sqm of Area73211Extra Rate for precoated roofing sheet (=(769.94-425.09)*1.65)569Per Sqm of Area56912Extra Rate for precoated roofing sheet ridging (=(401.74-148.88))253Per Sqm of Area25313Extra for difference of cost of steel (=3*10.76*14.64)473Per Sqm of Area47314Extra for differnce of cost of cement (=4*65)260Per Sqm of Area260Total13256(B)Sanitary Rate for Assam Type Building8%of Basic Rate623(C)Water Supply Rate for Assam Type Building5%of Basic Rate390(A)Composite Rate for Assam Type Building Grade-IISr. No.DescriptionRateAmount1Basic Floor Area Rate779077902Additional Rate for Steel Truss450Per Sqm of Area4503Additional Rate for Aluminum Window700Per Sqm of Area7004Additional Rate for Weather Coat1%of Basic Rate785Additional Rate for plastic paint1%of Basic Rate786Additional Rate for Normal preparation of site1%of Basic Rate787Additional Rate for Extra plinth height75758Additional Rate for Deeper Foundation480Additional depth of 1.0 M4809Additional rate for Ceramic tiles flooring1031Per Sqm of Area103110Extra Rate for Zypboard false ceiling ( =1024-292.15)732Per Sqm of Area73211Extra Rate for precoated roofing sheet (=(769.94-425.09)*1.65)569Per Sqm of Area56912Extra Rate for precoated roofing sheet ridging (=(401.74-148.88))253Per Sqm of Area25313Extra for difference of cost of steel (=3*10.76*14.64)473Per Sqm of Area47314Extra for differnce of cost of cement (=4*65)260Per Sqm of Area260Total13046(A)Composite Rate for Assam Type Building Grade-IIISr. No.DescriptionRateAmount1Basic Floor Area Rate779077902Additional Rate for Steel Truss450Per Sqm of Area4503Additional Rate for Aluminum Window700Per Sqm of Area7004Additional Rate for Weather Coat1%of Basic Rate785Additional Rate for Normal preparation of site1%of Basic Rate786Additional Rate for Deeper Foundation480Additional depth of 1.0 M4807Additional rate for Ceramic tiles flooring878Per Sqm of Area8788Extra Rate for Zypboard false ceiling ( =1024-292.15)732Per Sqm of Area7329Extra Rate for precoated roofing sheet (=(769.94-425.09)*1.65)569Per Sqm of Area56910Extra Rate for precoated roofing sheet ridging (=(401.74-148.88))253Per Sqm of Area25311Extra for difference of cost of steel (=3*10.76*14.64)473Per Sqm of Area47312Extra for differnce of cost of cement (=4*65)260Per Sqm of Area260Total12740(A)Composite Rate for Assam Type Building Grade-IVSr. No.DescriptionRateAmount1Basic Floor Area Rate779077902Additional Rate for Steel Truss450Per Sqm of Area4503Additional Rate for Aluminum Window700Per Sqm of Area7004Additional Rate for Weather Coat1%of Basic Rate785Additional Rate for Normal preparation of site1%of Basic Rate786Additional Rate for Deeper Foundation480Additional depth of 1.0 M4807Additional rate for Ceramic tiles flooring755Per Sqm of Area7558Extra Rate for Zypboard false ceiling ( =1024-292.15)732Per Sqm of Area7329Extra Rate for precoated roofing sheet (=(769.94-425.09)*1.65)569Per Sqm of Area56910Extra Rate for precoated roofing sheet ridging (=(401.74-148.88))253Per Sqm of Area25311Extra for difference of cost of steel (=3*10.76*14.64)473Per Sqm of Area47312Extra for differnce of cost of cement (=4*65)260Per Sqm of Area260Total12617(A)Composite Rate for R.C.C. Building Grade-I ( G+1 ) Ground FloorSr. No.DescriptionRateAmount1Basic Floor Area Rate915091502Additional Rate for Weather Coat1%of Basic Rate923Additional Rate for plastic paint1%of Basic Rate924Additional Rate for Normal preparation of site1%of Basic Rate925Additional Rate for Extra plinth height1121126Additional Rate for Aluminum Window700Per Sqm of Area7007Additional Rate for Pile Foundation2000Per Sqm of Area20008Additional Rate for Vitrified tiles flooring1241Per Sqm of Area12419Extra for difference of cost of steel (=6*10.76*14.64)945Per Sqm of Area94510Extra for differnce of cost of cement (=7*65)455Per Sqm of Area455Total14878(B)Sanitary Rate for R.C.C. Building8%of Basic Rate732(C)Water Supply Rate for R.C.C. Type Building5%of Basic Rate458(A)Composite Rate for R.C.C. Building Grade-I ( G+1 ) First FloorSr. No.DescriptionRateAmount1Basic Floor Area Rate761076102Additional Rate for Weather Coat1%of Basic Rate763Additional Rate for plastic paint1%of Basic Rate764Additional Rate for Aluminum Window700Per Sqm of Area7005Additional Rate for Vitrified tiles flooring1241Per Sqm of Area12416Extra for difference of cost of steel (=4.5*10.76*14.64)709Per Sqm of Area7097Extra for differnce of cost of cement (=5.5*65)358Per Sqm of Area358Total10769(B)Sanitary Rate for R.C.C. Building8%of Basic Rate609(C)Water Supply Rate for R.C.C. Type Building5%of Basic Rate380(A)Composite Rate for R.C.C. Building Grade-I ( G+2 ) Ground FloorSr. No.DescriptionRateAmount1Basic Floor Area Rate998599852Additional Rate for Weather Coat1%of Basic Rate1003Additional Rate for plastic paint1%of Basic Rate1004Additional Rate for Normal preparation of site1%of Basic Rate1005Additional Rate for Extra plinth height1121126Additional Rate for Aluminum Window700Per Sqm of Area7007Additional Rate for Pile Foundation2000Per Sqm of Area20009Additional Rate for Vitrified tiles flooring1241Per Sqm of Area124110Extra for difference of cost of steel (=7*10.76*14.64)1103Per Sqm of Area110311Extra for differnce of cost of cement (=8*65)520Per Sqm of Area520Total15960(B)Sanitary Rate for R.C.C. Building8%of Basic Rate799(C)Water Supply Rate for R.C.C. Type Building5%of Basic Rate499(A)Composite Rate for R.C.C. Building Grade-I ( G+2 ) First FloorSr. No.DescriptionRateAmount1Basic Floor Area Rate783078302Additional Rate for Weather Coat1%of Basic Rate783Additional Rate for plastic paint1%of Basic Rate784Additional Rate for Aluminum Window700Per Sqm of Area7006Additional Rate for Vitrified tiles flooring1241Per Sqm of Area12417Extra for difference of cost of steel (=5.5*10.76*14.64)866Per Sqm of Area8668Extra for differnce of cost of cement (=6.5*65)422Per Sqm of Area422Total11216(B)Sanitary Rate for R.C.C. Building8%of Basic Rate626(C)Water Supply Rate for R.C.C. Type Building5%of Basic Rate392(A)Composite Rate for R.C.C. Building Grade-I ( G+2 ) Second FloorSr. No.DescriptionRateAmount1Basic Floor Area Rate795579552Additional Rate for Weather Coat1%of Basic Rate803Additional Rate for plastic paint1%of Basic Rate804Additional Rate for Aluminum Window700Per Sqm of Area7006Additional Rate for Vitrified tiles flooring1241Per Sqm of Area12417Extra for difference of cost of steel (=4.5*10.76*14.64)709Per Sqm of Area7098Extra for differnce of cost of cement (=5.5*65)358Per Sqm of Area358Total11121(B)Sanitary Rate for R.C.C. Building8%of Basic Rate636(C)Water Supply Rate for R.C.C. Type Building5%of Basic Rate398(A)Composite Rate for R.C.C. Building Grade-II ( G+2 ) Ground FloorSr. No.DescriptionRateAmount1Basic Floor Area Rate998599852Additional Rate for Weather Coat1%of Basic Rate1003Additional Rate for Normal preparation of site1%of Basic Rate1004Additional Rate for Extra plinth height1121125Additional Rate for Aluminum Window700Per Sqm of Area7006Additional Rate for Pile Foundation2000Per Sqm of Area20007Additional Rate for Vitrified tiles flooring1031Per Sqm of Area10318Extra for difference of cost of steel (=7*10.76*14.64)1103Per Sqm of Area11039Extra for differnce of cost of cement (=8*65)520Per Sqm of Area520Total15651(A)Composite Rate for R.C.C. Building Grade-II ( G+2 ) First FloorSr. No.DescriptionRateAmount1Basic Floor Area Rate783078302Additional Rate for Weather Coat1%of Basic Rate783Additional Rate for plastic paint1%of Basic Rate784Additional Rate for Aluminum Window700Per Sqm of Area7006Additional Rate for Vitrified tiles flooring1031Per Sqm of Area10317Extra for difference of cost of steel (=5.5*10.76*14.64)866Per Sqm of Area8668Extra for differnce of cost of cement (=6.5*65)422Per Sqm of Area422Total11006(A)Composite Rate for R.C.C. Building Grade-II ( G+2 ) Second FloorSr. No.DescriptionRateAmount1Basic Floor Area Rate795579552Additional Rate for Weather Coat1%of Basic Rate803Additional Rate for plastic paint1%of Basic Rate804Additional Rate for Aluminum Window700Per Sqm of Area7006Additional Rate for Vitrified tiles flooring1031Per Sqm of Area10317Extra for difference of cost of steel (=4.5*10.76*14.64)709Per Sqm of Area7098Extra for differnce of cost of cement (=5.5*65)358Per Sqm of Area358Total10911(A)Composite Rate for Assam Type Building over R.C.C. Building Grade-ISr. No.DescriptionRateAmount1Basic Floor Area Rate629062902Additional Rate for Steel Truss500Per Sqm of Area5003Additional Rate for Aluminum Window700Per Sqm of Area7004Additional Rate for Weather Coat1%of Basic Rate635Additional Rate for plastic paint1%of Basic Rate636Additional Rate for Ceramic tiles flooring1241Per Sqm of Area12417Extra Rate for Zypboard false ceiling ( =1024-292.15)732Per Sqm of Area7328Extra Rate for precoated roofing sheet (=(769.94-425.09)*1.65)569Per Sqm of Area5699Extra Rate for precoated roofing sheet ridging (=(401.74-148.88))253Per Sqm of Area25310Extra for difference of cost of steel (=3*10.76*14.64)473Per Sqm of Area47311Extra for differnce of cost of cement (=4*65)260Per Sqm of Area260Total11143(B)Sanitary Rate for Assam Type Building8%of Basic Rate503(C)Water Supply Rate for Assam Type Building5%of Basic Rate314(A)Composite Rate for Parapet and Super roof of R.C.C. BuildingSr. No.DescriptionRateAmount1Basic Floor Area Rate4504502Additional Rate for Weather Coat1%of Basic Rate43Extra for difference of cost of steel (=1.5*10.76*14.64)236Per Sqm of Area2364Extra for differnce of cost of cement (=2*65)130Per Sqm of Area130Total821

otherworksOTHER WORKSSl. NoItemUnitTotal Quantity proposed1Supplying, installation, testing, commissioning of External water supply including Rig Boring ( 200mm diameter ) .connection with P.H.E. Deptt. Water supply source.a) Boring including fitting & fixingEach4.00b) For overhaed RCC water reservoir (Capacity=75,000 Lt., Stagging height= 15m)Each2.00c) Distribution pipe lines with fittings .overhead water tanks on roof if required).Rm3500.002Providing fire protection and fire fighting works . design and specifications.a) For Fire Extinguishing works with CO D.C.P. Soda-Acid and Foam type fire extinguisherNo.100.00b) Under ground water tank (capacity=75,000Lt.)No.2.00c) Piping network with fire hydrantRm3000.00d)Fire alarm and automatic suppression systemNo.1.003Raising low site around the building ... forest authority duly countersigned by D.F.O. concerned).Cu.m237524.00

EstimateDETAIL PROJECT EATIMATENAME OF WORK :-Construction of Composite Check gate with lay - byes at Ch.817.1975 m to Ch.818.69 m of the NH-31 and Project Township Complex at Chhagolia (Boxirhat) at Assam-West Bengal inter-state Border under Abhayapuri N.H. Division, Assam.Sl No.Ref. of MoSRT&HItems of workUnitQnty.Rate as per SOR 2009-10/10-11 Analysis (Rs)Amount (Rs)1234567PART-A: ROAD WORKSA.1/3.14305.4.3Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. )Sqm.7475.0014.00104,650.00A.2/3.16305Embankment Construction with Material Obtained from Borrow Pits (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 to meet requirment of table 300-2 ( including compensation of earth.)( Including cost of testing of materials at site and laboratory as directed by the deptt.)From private landCum132867.36230.3130,600,682.00A.3/3.18305Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) ( including compensation of earth.)(a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.)Cum78355.78268.9921,076,921.00HORTICULTURE.A.4Furnishing & laying of the live sods of perennial turf forming grass on embankment slopes, verges over the locations shown on the drawings or as directed by the Engineer including preparation of ground, fetching of sods and watering.Sqm10250.1224.00246,003.00A.5/4.2401Granular Sub-Base with Coarse Graded Material (Table: 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.)For Grading I material.Cum25429.612023.9651,468,513.00A.6/4.9404Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. )By Manual MeansGrading- IIUsing Screening Type-B (11.2mm Agg.)Cum13839.412527.1234,973,850.00Grading- IIIUsing Screening Type-B (11.2mm Agg.)Cum16583.082740.9645,453,559.00A.7/5.1502Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of specified quantity using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.)B. Primer @ 1.00Kg per sqmWith bitumen emulsion-CSS-1hSqm.110329.8937.004,082,206.00A.8/5.9510Surface Dressing (Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller)( including carriage up to initial lead of 5.0 km) ( The penetration grade bitumen shall have kinematic viscisity lying in the range 1x104 to 7x105 centistokes)( Including cost of testing of materials at site and laboratory as directed by the deptt.)Without anti stripping agentCase II : 13 mm nominal size chippingSqm98199.2773.057,173,457.00A.9/5.2503Tack coatProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.)With Bitumen emulsion CSS-1 (IS:8887-2004)Dry & hungry bituminous surfaceSqm208529.1614.002,919,408.00A.10/5.6507Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)A. With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification)a. 'with 60/70 or VG-30 grade bitumenii. for GradingII(19 mm nominal size)Cum5822.858822.6351,372,851.00A.11/5.8509Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)A. With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification)a. with 60/70 or VG-30 grade bitumenii. for Grading-II(13 mm nominal size)Cum3105.5210587.9632,881,122.00A.12/5.1511Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen to required line, grade and level to serve as wearingcoarse on a previously prepared base, including mixing in a suitable plant laying and rolling with a smooth wheeled roller 8-10 T capacity to yhe reqd. level and grade. ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)A. Without anti stripping agenti) Mechanical method using Penetration grade Bitumen ( 60/70 or VG-30 grade) and HMP of appropriate capacity not less than 75 tonnes / hour .Sqm12130.52142.881,733,209.00A.13/5.13513Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) ( including carriage up to initial lead of 5.0 km from quarry )( Including cost of testing of materials at site and laboratory as directed by the deptt.)Without anti stripping agentType A (Providing and laying liquid seal coat comprising of a layer of bituminous binder ( paving bitumen 60/70 or VG-30 grade, followed by a cover of crushed stone chipping of specified grade.( including carriage up to initial lead of 5.0 km from quarry )Sqm12130.5267.29816,263.00A.14/12.1304Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.1. Ordinary SoilA. Manual MeansCum23592.2747.001,108,837.00A.15/12.42100PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)Cum848.244229.003,587,207.00A.16/13.51500,1700 & 2200Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formworkN. Without plasticiserA)PCC Grade M-20.Cum1401.195676.007,953,154.00B)RCC Grade M-20.Cum2948.645732.0016,901,604.00A.17/14.11500, 1600 & 1700Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.N. Without PlasticiserA. RCC GRADE :M- 20Case I : Using Concrete Mixeri) For solid slab superstructure1) Height up to 5.0 mCum525.556193.003,254,731.00A.18/14.21600Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specificationsb. With TATA make TMT rebarMT725.08655117.0039,964,565.00A.19/15.52504Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specificationCum290.931263.00367,445.00A.20/15.42504Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specificationsStone/BoulderCum1.371154.001,581.00A.21/15.12403Boulder laid dry without wire crates. (Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.)Cum46.941154.0054,169.00A.22/8.18807G.I Barbed wire Fencing 1.8 metre high (Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level,every 15th piost, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 digonals interwoven with horizontal wiers, fixed with GI staples, turn buckles etc complete as per clause 807.RM1935.00322.00623,070.00A.23/13.51500,1700 & 2200Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formworkN. Without plasticisera. PCC Grade M15Cum.6765.845143.0034,796,715.00A.24Providing treatment of expansion joint by the following process as specified and directed by the Deptt.0.00(a) Preparation of groove by nosing the groove in reqd size with polymer modified mortar-cement sand and mortar (in prop 1:3) .................complete after propoer surface preparation including, chipping, removing all sorts loose particles and foreign materials and cleaning surface thoroughly (surface preparation including thoroughly cleaning the surface to be measued and paid seperately) (Sl. 22.71(a) of SOR Bldg 10-11)Rm0.00132.020.00(b) Providing and applying two coats of Techseal RDL 942 primer in both surface of the expansion joint followed by applying Techseal 940 . Back up materials complete. (Sl. 22.71(b) of SOR Bldg 10-11)Rm0.00831.520.00A.25/8.20808Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2m center to center, complete as per approved drawings.Rm.6469.001409.009,114,821.00A.26/8.13803Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specificationsSqm1123.00688.00772,624.00A.27/2.4202Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres)I) Cement ConcreteB. By Mechanical Meansb. Prestressed / Reinforced cement concrete grade M-20 & aboveCum98.86328.0032,426.00A.28/9.32900Labour for laying Reinforced cement concrete pipe NP4/NP3/prestressed concrete pipe for culverts on first class bedding of granular material /cc M-15 in double row including fixing collar with cement mortar 1:2,and cost of granular bedding but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapet,cost of pipe and cost of CC bedding.(B)1200mm diaRm75.007185.38538,904.00A.29/8.5801Direction and place identification sign upto 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)Sqm18.008875.00159,750.00A.30/8.6801Direction and place identification sign more than 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. . ( All the Steel work must be Tata/Sail/or any other approved brand)Sq.m3.389590.0032,414.00A.31/8.4801Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)90cm equilateral traingleEach20.004150.0083,000.0060cm x60cm squareEach4.004400.0017,600.0060cm circularEach12.004000.0048,000.0080cmm x 60 cm rectangularEach8.005300.0042,400.0080cmm x 45 cm rectangularEach2.004400.008,800.00A.32/8.51810Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&Hs fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.Each2000.00362.00724,000.00A.33/8.52810Traffic cones: With rubber base and reflective of 7 inch sleeve, height= 750mm, bottom square: 385mm and weight 4.00 kgEach200.00660.00132,000.00A34/8.53810Providing Inter linking chain link for traffic conesRm200.0039.007,800.00A.35/8.53810Providing metal tubular delineator (50mm dia and 1.25mm thick) with 15cm reflector made of heigh intensity grade retro reflectorised sheeting around the pipe at top covered with wire mesh of 20cm length with two nos of similar reflective bands and bottom fastener M.S. angle including firmly fixing the delineator to the ground by means of CC(M-15) foundation of size-(25cmx25cmx25cm), 25cm below ground to the true line and level as directed by the deptt. With six months replacement warranty and free maintenance.1000mm height.Each36.00480.0017,280.00A.36/8.47810Providing Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician).Bi-directional Stud-Each36.003199.00115,164.00A.37/13.82200& 2706Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.Each6400.00155.00992,000.00A.38Supplying fitting and fixing G.I. Pipes of following sizes with all necessary approved G.I. Fittings such as bend, tie, elbow, reducer, nipple plug, low screw fittings, H.W. clamps etc. complete at all levels including below G.L.as per drawing and technical specification as directed.i ) In exposed surfaces or in tranchesa) 50mm dia., Using Tata (midium), G.I. PipeRm400.00389.75155,900.00b) 80mm dia , Using Tata (Medium) G.I. PipeRm400.00707.98283,192.00A.39Providing soiling in foundation and under floor at all levels with stone/best quality picked jhama bricks, sand packed and laid to level and in panel after preparing the sub-grade as directed including all labour and materials, and if necessary dewatering, complete. (a) Brick flat solingM26785.90286.371,943,278.00A.40Brick work in cement mortar with first class brick including recking out joints and dewatering if necessary, and curing complete as directed in sub-structure upto plinth level. (a) In prop. 1:3M33502.404762.0016,678,429.00A.4115mm thick cement plaster in single coat on rough side of single or half brick wall for interior plastering upto first floor level including arises, internal rounded angles not exceeding 80mm in girth and finish even and smooth including curing completed as directed. (a) In cement mortar 1:3M216198.6095.001,538,867.00A.42Cement concrete work in topping prop. 1:1:2 (1cement : 1 sand : 2 graded aggregates on RCC floor, tread, rise of steps finished with a floating coat of neat cement using cement slurry for bond @ 2.75 Kg of cement per Sq. m. of floor (base concrete to be measured and paid seperately ) be laid in panels as directed including curing complete. (a) 15mm thickM216198.60122.151,978,659.00A.43Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S code for RCC work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and land as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete (upto First Floor level).(a) TMT barQtl142.206754.41960,477.00(a) Difference of cost for Bitumen12469681.30(b) Difference of cost for Cement3,403,665.30(b) Difference of cost for TMT bars8,331,284.40TOTAL (ROAD WORKS)454,098,188.00PART-B BUILDING WORKSSl No.Items of workUnitQnty.Rate as per SOR 2004-05/ Analysis (Rs)Amount (Rs)(I): For preparation of Architectural & Structural drawings etc.B.1Preparation of conceptual design and submission of layout of the site showing location of the building with other features, circulation pattern, site drainage, security arrangements, sewerage, campus lighting compound wall, landscaping, horticultures, pavements internal roads, paths, surrounding roads, North direction etc. in suitable scale, preliminary architectural line drawing for floor plans and roof plans and obtaining approval of the Deptartment for preparation of detail working drawing of various components of the work, including carrying out changes as may be required by the Deptt.(15% of Total Consultancy Fee ( i.e. 2.95% of total civil cost (excl. Sl.B1,B2,B3,B4,B5,B6, B17)) including Service charge @12.36% of Consultancy Fee.)No1.001198444.001,198,444.00B.2Preparation and submission of detailed architectural working drawings based on approved preliminary drawings, i.e. floor & roof plans, elevations, section drawings through major spaces, for execution of work etc. in suitable scales and approval of the Deptt. (20% of Total Consultancy Fee of Rs.43,47,556.00 ( i.e. 2.95% of total civil cost (excl. Sl. B17)) including Service charge @12.36% of Consultancy Fee.)No1.001597926.001,597,926.00B.3Preparation and submission of architectural working details including service design & drawings of sanitary installation, external sewarage treatment drawings, internal water supply, plumbing, drainage, internal and external electrical works, campus lighting, substation, sewerage, fire fighting arrangements, Telephone conduits detail, section & large details, of all typical & special areas, stair cases, toilets, doors, windows, ventilators, grills, collapsible gates, special feature, including perspective view of the NH & any other detail working drawing for execution of work etc. in suitable scales and approval of the Deptt. (20% of Total Consultancy Fee ( i.e. 2.95% of total civil cost (excl. Sl.B1,B2,B3,B4,B5,B6, B17)) including Service charge @12.36% of Consultancy Fee.)No1.001597926.001,597,926.00B.4Preparation and submission of drawings for common facilities for circulation, pattern, parking spaces, compound wall, security arrangement, pavements, internal roads, etc. approval of the Department. (10% of Total Consultancy Fee ( i.e. 2.95% of total civil cost (excl. Sl.B1,B2,B3,B4,B5,B6, B17)) including Service charge @12.36% of Consultancy Fee.)No1.00798963.00798,963.00B.5Preparation and submission of detail structural design and drawings on the basis of approved architectural drawings & calculation as per relevant I.S.Code of practices, S.S.I. report (Foundation design for 3 (three) storied building i.e. G+2 using suitable foundation system as per design to sustain safely load under worst condition of all forces to be adopted for building design complete as per approval of the Deptt. (S.S.I report done by the Govt. agency may be collected from the office of C.E, P.W.D. (NH) Assam for reference, however designer may conduct sub-soil investigation at site of work at their own cost & arrangement for their satisfaction where considered necessary. The proposed site of building is located in Zone V of seismic zone MAP of India as per I.S. code 1893 and provisions for building shall be designed to resist seismic forces accordingly). (30% of Total Consultancy Fee (excl. Sl.B1,B2,B3,B4,B5,B6, B17)) including Service charge @12.36% of Consultancy Fee.)No1.002396889.002,396,889.00B.6Preparation and submission of detail estimate of the building & all other services as per approved drawings & design, including carrying out correction where necessary & approval of the Deptt. (5% of Total Consultancy Fee ( i.e. 2.95% of total civil cost (excl. Sl.B1,B2,B3,B4,B5,B6, B17)) including Service charge @12.36% of Consultancy Fee.)No1.00399481.00399,481.00(II): For Construction, supply, erection, installation, testing commissioning works for the Construction of Composite Check Gate at Chhagolia, Boxirhat, Assam.B.7Construction of Civil works of the R.C.C. buildings as per approved structural & architectural drawings and specifications complete.I.R.C.C. Grade-ITwo storieda) For Ground Floor civil worksSq.m.1863.0014877.7327,717,208.00b) First Floor civil works.Sq.m.456.0010769.144,910,727.00d) Super roof, Parapet wall civil worksSq.m.456.00820.79374,280.00Three storieda) For Ground Floor civil worksSq.m.663.5015960.3010,589,662.00b) First Floor civil works.Sq.m.675.0011216.077,570,844.00c) Second Floor civil works.Sq.m.675.0011121.047,506,701.00d) Super roof, Parapet wall civil worksSq.m.675.00820.79554,033.00I.R.C.C. Grade-IIThree storieda) For Ground Floor civil worksSq.m.188.0015650.872,942,364.00b) First Floor civil works.Sq.m.188.0011006.492,069,219.00c) Second Floor civil works.Sq.m.188.0010911.462,051,354.00d) Super roof, Parapet wall civil worksSq.m.188.00820.79154,308.00B.8Construction of Civil works of the Assam type buildings as per approved structural & architectural drawings and specifications complete.a) For Grade-I BuildingsSq.m.1621.5013255.5621,493,893.00b) For Grade-II BuildingsSq.m.2144.0013045.9827,970,585.00c) For Grade-III BuildingsSq.m.2344.0012739.8229,862,142.00d) For Grade-IV BuildingsSq.m.2622.0012616.7033,080,992.00B.9Construction of Civil works of the Assam type buildings as per approved structural & architectural drawings and specifications complete.a) Assam Type Building on the top floor of RCC BuildingsSq.m1430.0011142.6615,934,006.00B.10Providing anti-termite treatment work of the buildings as per approved specification complete.(I) In R.C.C Gr-I buildingsa) For Ground FloorSq.m.2526.50230.00581,095.00(II) In R.C.C Gr-II buildingsa) For Ground FloorSq.m.188.00230.0043,240.00(III) In Assam Type buildingsa) For Grade-I BuildingsSq.m.1621.50165.00267,548.00b) For Grade-II BuildingsSq.m.2144.00165.00353,760.00c) For Grade-III BuildingsSq.m.2344.00165.00386,760.00d) For Grade-IV BuildingsSq.m.2622.00165.00432,630.00B.11Providing sanitary arrangements of the building as per approved drawings, design specification complete.(I) In R.C.C Gr-I buildingsTwo storieda) For Ground Floor worksSq.m.1863.00732.001,363,716.00b) First Floor works.Sq.m.456.00608.80277,613.00Three storieda) For Ground Floor worksSq.m.663.50798.80530,004.00b) First Floor works.Sq.m.675.00626.40422,820.00c) Second Floor works.Sq.m.675.00636.40429,570.00(II) In R.C.C Gr-II buildingsa) For Ground Floor worksSq.m.188.00798.80150,174.00b) First Floor works.Sq.m.188.00626.40117,763.00c) Second Floor works.Sq.m.188.00636.40119,643.00(III) In Assam Type buildingsa) For Grade-I BuildingsSq.m.1621.50623.201,010,519.00b) For Grade-II BuildingsSq.m.2144.00623.201,336,141.00c) For Grade-III BuildingsSq.m.2344.00623.201,460,781.00d) For Grade-IV BuildingsSq.m.2622.00623.201,634,030.00(iv) In Assam Type building over RCC building(a) Assam Type Building on the top floor of RCC BuildingsSq.m1430.00503.20719,576.00B.12Providing external sanitary arrangements of the building (septic of 50 users with 110mm dia PVC soil pipes and 450 x 450 mm inside inspection chamber where necessary with necessary arrangement for connection with future sewerage system line) as per approved drawings, design specification complete.(I) In R.C.C/Assam type buildingsNo.6980000.005,520,000.00B.13Providing internal water supply works as per approved drawings, design and specification complete.(I) In R.C.C Gr-I buildingsTwo Storieda) For Ground Floor works.Sq.m.1863.00457.50852,323.00b) First Floor works.Sq.m.456.00380.50173,508.00Three Storieda) For Ground Floor works.Sq.m.663.50499.25331,252.00b) First Floor works.Sq.m.675.00391.50264,263.00c) Second Floor works.Sq.m.675.00397.75268,481.00(II) In R.C.C Gr-II buildingsa) For Ground Floor worksSq.m.188.00499.2593,859.00b) First Floor works.Sq.m.188.00391.5073,602.00c) Second Floor works.Sq.m.188.00397.7574,777.00(III) In Assam Type buildingsa) For Grade-I BuildingsSq.m.1621.50389.50631,574.00b) For Grade-II BuildingsSq.m.2144.00389.50835,088.00c) For Grade-III BuildingsSq.m.2344.00389.50912,988.00d) For Grade-IV BuildingsSq.m.2622.00389.501,021,269.00(iv) In Assam Type building over RCC buildingAssam Type Building on the top floor of RCC BuildingsSq.m1430.00314.50449,735.00B.14Supplying, installation, testing, commissioning of External water supply including Rig Boring ( 200mm diameter ) to meet the demand of water requirement, consisting of works for overhead water reservoirs (RCC), distribution pipe lines with fittings, as per site condition, including provision of future service connection with P.H.E. Deptt. Water supply source.a) Boring including fitting & fixingEach442500.00170,000.00b) For overhaed RCC water reservoir (Capacity=75,000 Lt., Stagging height= 15m)Each22000000.004,000,000.00c) For distribution pipe lines with fittings including connection with water source/(Up to overhead water tanks on roof if required).Rm3500.001614.715,651,485.00.B.15Providing fire protection and fire fighting works as per relevant I.S. Code of practices, local authorities regulations etc. complete as per approved drawing, design and specifications.a) Under ground water tank (capacity=75,000Lt.)No.21200000.002,400,000.00b) Piping network with fire hydrant spout as per I.S. Specification, approved design and drawing.Rm3000.002700.008,100,000.00B.16Construction of watch tower as per approved design, drawings and specifications complete.Nos.1480534.601,127,484.00B.17Raising low site around the building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc. complete including paying necessary land compensation, municipal gate fees, if any monopoly duty etc. (profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantity) etc. complete as directed and specified, including forest royalty within a distance of 8.00 km. (forest royalty shall be reimbursed on production of necessary certificate from the forest authority duly countersigned by D.F.O. concerned).Cu.m237524.00261.9062,207,536.00B.18Interior Painting (a)Difference of cost for two coats of Birla White Wall Care Putty (Water Resistant White Cement based putty for concrete/ motrar walls and ceiling both internal and external) after removing all loosely adhering material from the wall surface with the help of emery stone, putty blade or wire brush, moistening the wall with sufficient quantity of clean water as specified and directed by the department.(Total thickness of two coats is maximum 1.5mm) Tickness=1.5mmSq.m.38370.005.99229,836.00(b) Difference of cost for Washable distemper 2 coatsSq.m.13110.0013.37175,281.00 Difference of cost for Acrylic emulsion paintingSq.m.38370.0012.23469,265.00Total Civil Cost (Excl. Sl. B17) =241,042,056.00B.19DoorCosultancy Fee @ 2.95% =7,110,741.00(a) Difference of cost for Nuwud shuttersdoor 35mm thickSq.m.569.101399.20796,285.0012.36% of service Tax878887.5876TOTAL OF BLDG. WORKS311,239,221.00Total consultancy fees =7,989,628.59PART C: ELECTRICAL WORKS(I) INTERNAL ELECTRIFICATION :-C.1/72Wiring to a light point with 1.5 sq. mm PVC. insulated unsheathed 1.1KV. grade (R.R Keble/Finolex/Havells Make) as approved by this department single core copper conductor cable in Recessed PVC. conduit wiring system with 20 mm. dia., 2 mm thick rigid P.V.C. conduit including 6 Amps flush type switch (Anchor/Kolors Kany.com. Make), in iron clad switch board (I.S.I. marked) with phenolic laminated sheet cover, ceiling rose etc.complete.a. Short point upto 3.00 metre lengthNos402426.42171,421.00b. Medium point upto 6.00 metre lengthNos301579.53174,439.00c. Long point upto 10.00 metre length.Nos471801.75377,624.00C.2/73Wiring as in item no. 72 above in Recessed PVC. Conduit wiring system with 20 mm. dia, 2 mm thick, rigid P.V.C. Conduit to a Fan/exhaust Fan point including 6 Amps flush type (Anchor/Kolors Kany.com. Make) switch, ceiling rose I.C. switch board with phenolic laminated sheet cover as required complete.a.Short point upto 3.00 metre lengthNos0.00442.580.00b. Medium point upto 6.00 metre lengthNos280594.65166,502.00c. Long point upto 10.00 metre length.Nos130816.87106,193.00C.3/76Wiring as in item no. 72 above to a call bell point in Recessed P.V.C. Conduit wiring system with 20 mm. Dia, 2.00 mm thick P.V.C. Conduit pipes. including I.C. switch board with phenolic laminated sheet cover, ceiling rose etc.a. Short point upto 3.00 metre lengthNos0437.190.00b. Medium point upto 6.00 metre lengthNos44590.3125,974.00c. Long point upto 10.00 metre length.Nos40812.5232,501.00C.4/77Wiring to 5 pin 6 Amps plug with 1.5 sq. mm PVC. insulated unsheathed single 1.1 K.V. grade ISI marked (R.R Kable/Finolex/Havells Make) single core copper conductor cable in Recessed P.VC. conduit wiring system including 5 pin 6 Amps flush type plug socket and 6 Amps F/T switch (Anchor/Kolors Kany.com. Make), I.C. switch board (I.S.I. marked) with phenolic laminated sheet cover including earth continuity with 2.5 sq. mm. PVC. insulated unsheathed single core copper conductor cable to third pin of the plug socket etc. as required complete with 20 mm. dia. rigid PVC. conduit pipes when placed elsewhere.a. Short point. upto 3.00 metre lengthNos2426.83854.00b. Medium point upto 6.00 metre lengthNos20592.0611,841.00c. Long point upto 10.00 metre length.Nos20826.4116,528.00C.5/78Wiring as in item no. 65 when fixed on the same board In Recessed PVC. conduit wiring system on the recessed I.C. switch board.Nos332260.0986,350.00C.6/79Wiring for 5 pin 6 Amps plug point with 1.5 sq. mm. PVC. insulated unsheathed 1.1 K. V. grade I.S.I. marked single core copper conductor cable (R.R Kable/Finolex/Havells Make) in recessed 20 mm. dia, 2.00 mm thick PVC. conduit wiring system including providing and fixing connector for termination of the wire earth wire inside the I.C. switch board with phenolic laminated sheet cover etc. as required.Nos0.00214.790.00C.7/80Wiring for twin control light point with 1.5 sq. mm. PVC. insulated unsheathed copper conductor cable (R.R Kable/Finolex/Havells Make) in recessed 20 mm. dia, 2.00 mm thick PVC. conduit with 2-way 6 Amps F/T switch (Anchor/Kolors Kany.com. Make), I.C. switch board with phenolic laminated sheet cover ceiling rose including connection etc. as required.a. Short point upto 3.00 metre lengthNos431.740.00b. Medium point upto 6.00 metre lengthNos10596.985,970.00c. Long point upto 10.00 metre length.Nos10831.338,313.00C.8/81Wiring for 5 pin 16 Amps power plug point with 4 sq. mm. P.V.C. insulated unsheathed I.S.I. marked single core copper Conductor cable (R.R Kable/Finolex/Havells Make) in Recessed P.V.C. conduit wiring system including providing and fixing 5 pin 16 Amps flush type socket outlets (Anchor Make) and 16 Amps flush type switch (Anchor/Kolors Kany.com. Make), I.C. switch board (I.S.I. marked) with phenolic laminated sheet cover earth continuity with 2.5 sq. mm PVC. insulated unsheathed single core copper conductor cable to the 3rd pin as required complete with 20 mm. dia, 2 mm thick rigid P.V.C. Conduit pipes.a. Short point upto 3.00 metre lengthNos8601.714,814.00b. Medium point upto 6.00 metre lengthNos40837.0833,483.00c. Long point upto 10.00 metre length.Nos401153.2546,130.00d. Extra long point upto 15.00 metre lengthNos101542.2815,423.00e. Extra long point upto 20.00 metre lengthNos33481.410,444.00f. Extra long point upto 25.00 metre lengthNos24287.128,574.00C.9/83Wiring for circuit wiring with P.V.C. insulated unsheathed 1.1 K.V. grade (I.S.I marked, R.R Kable/Finolex/Havells Make) single core copper conductor cable in Recessed PVC conduit wiring systema. With 2 x 1.5 sq. mm. P.V.C. insulated single core copper conductor cable in 20 mm dia, 2.0 mm thick rigid P.V.C. conduits.Nos65084.8955,179.00C.10/84Wiring for drawing sub-main line with P.V.C. insulated unsheathed 1.1 K.V. grade (I.S.I marked, R.R Cable/Finolex/Havells Make) single core copper conductor cable in with earth continuity in Recessed PVC conduit wiring systema. With 2 x 2.5 sq. mm. + earth continuity with 1x2.5 sq. mm. PVC.insulated unsheathed single core copper conductor cable in 20 mm. dia., 2 mm thick Rigid P.V.C. Conduit pipes.Nos5700116.05661,485.00b. With 2 x 4 sq. mm. + earth continuity with 1x2.5 sq. mm. PVC. insulated unsheathed single core copper conductor cable in 20 mm. dia., 2 mm thick. Rigid P.V.C. Conduit pipes.Nos2100139.71293,391.00c. With 2 x 6 sq. mm. + earth continuity with 1x4 sq. mm. PVC. insulated unsheathed single core copper conductor cable in 20 mm. dia., 2 mm thick. Rigid P.V.C. Conduit pipes.Nos1150180.86207,989.00d. With 2 x 10 sq. mm. + earth continuity with 1x4 sq. mm. PVC. insulated unsheathed single core copper conductor cable in 25 mm. Dia, 2 mm thick. rigid PVC. Conduit pipes.Nos180234.1242,142.00C.11/86Wiring for drawing sub-main line in Recessed P.V.C. Conduit wiring system.c. With 3 x 6 sq. mm. + 1 x 4 sq. mm. + earth continuity with 1x2.5 sq. mm. PVC. insulated unsheathed single core copper conductor cable in 25 mm, 2 mm thick, dia. rigid P.V.C. Conduit pipes.Nos400239.2595,700.00d. With 3 x 10 sq. mm, + 1 x 6 sq. mm. + earth continuity with 1x4 sq. mm. PVC. insulated unsheathed single core copper conductor cable in 32 mm. Dia, 2 mm thick, rigid P.V.C. Conduit pipes.Nos750351.54263,655.00e. With4 x 16 sq. mm. + earth continuity with 1x6 sq. mm. PVC. insulated unsheathed single core copper conductor cable in 38 mm. Dia, .5 mm thick, rigid PVC. Conduit pipes.Nos50548.4527,423.00C.12/102Wiring for drawing telephone point in recessed PVC conduit wiring system with 0.71 mm size insulated and sheathed copper HFFR conductor of telephone cable conforming to ITI and ITD specifications as required complete:a. 3 pair with 19 mm dia, 2.0 mm thick rigid PVC pipemtr900.00070.1063,090.00b. 5 pair with 19 mm dia, 2.0 mm thick rigid PVC pipemtr500.00086.3543,175.00c. 10 pair with 25 mm dia, 2.0 mm thick rigid PVC pipemtr100.00094.759,475.00C.13/103Supplying including fitting and fixing of TV co-axial outlet complete as per direction of department.Each20147.022,940.00C.14/104Supplying and drawing Co-axial cable size RG-6 with PVC insulated( as IS/ISO-9002) through 25 mm dia 2 mm thick PVC pipe with recessed conduit system as per direction of department.a. Size RG-6 with PVC insulated( as IS/ISO-9002)mtr50.000108.845,442.00b. Size RG-59 with PVC insulated( as IS/ISO-9002)mtr104.460.00c. Size RG-11 with PVC insulated( as IS/ISO-9002)mtr100.000122.4812,248.00C.15/121Supplying including fitting and fixing of surface mounting in and out box for computer connector.Each75846.0863,456.00C.16/122Supplying including drawing of CAT 5 cable through existing 2mm thick 25mm dia PVC conduit in recessed system.mtr2400.00019.3746,488.00C.17/123Supplying including fitting and fixing of 8/12/16/24 port computer hub switch.Per Port84405.2134,038.00C.18/129Supplying and fixing brass batten holder including connections etc. complete (without shades & bulbs)Each56048.8427,350.00C.19/147Supplying and fixing Call bell (Buzzer) including 5 Amps capacity flush Piano type bell push switch including connections etc. as required complete.Each84132.7711,153.00C.20/167Supplying and fitting of 18/20 watt CFL lamp in the existing brass batten holder/angle holder/decorative bracket/bulk head fitting etc. as specified and directed by the DepartmentEach615193.25118,849.00C.21/120Supplying with fitting and fixing decorative single wall bracket with all accessories with 9/11 W ecotone saver lamp fitted on laminated top cover M.S. board in recessed system including making necessary connection as specified and directed by the department.Each20797.9415,959.00C.22/88Supplying including fitting and fixing of rigid PV.C. Conduit pipes in recessed wiring system including cutting the wall beam column etc. and making finish the its original Architectural view(a) 19 mm dia ,1.2mm thick rigid PVC. Conduit pipesmtr1000.00054.0954,090.00(b) 25 mm. Dia, 12.2 mm thick rigid PVC. Conduit pipesmtr1000.00063.4563,450.00C.23/137Supplying and fixing bulk head fitting suitable for CFL. lamp complete with all accessories including connections etc. as required complete (without bulbs).Each55170.689,387.00C.24/150Installation, testing and commissioning of prewired fourecent fittings of all types complete with all accessories and tubes etc.including MS iron clamp, suspension down rod of 19mm dia HG conduit up to 30cm length including connections with 1.5sq.mm PVC insulated single core copper conductors and painting the down rod as required complete.Each40187.987,519.00C.25/151Supplying and fixing of 19mm dia GI pipe for street light water tight bracket including bending to shape and wiring with 1.5sq.mm weather proof conductor as required and directed by the Department.Each20318.646,373.00C.26/193a. Installation of Earth station with 40 mm. dia. and 4.50 metre long G.I. pipe with necessary G.I. reducing socket 40 mm x 20 mm. size locking arrangement with h'inged cover plate, funnel, G.I. nuts, through bolts etc. for putting pipe and re-fitting with necessary enclosure on the top etc. as required complete.Each171827.9231,075.00b. Extra for using salt (5 kg) and Charcoal (64 kg. for pipe earth electrode as required.Each17673.8711,456.00C.27/194Installation of Earth stations with necessary Earth plate including providing all accessories masonary enclosure with cover plate having locking arrangement and 20 mm. dia. G.I. pipe, watering pipe with funnel, G.I. bolts, nuts, checknuts etc. but without Charcoal or coke and salt as required including excavation work and refilling complete.b. With 600 mm x 600 mm x 3 mm. Thick (10.5 Kg. approx.) Copper earth plate.Each605338.60320,316.00c. Extra for Charcoal (96 Kg.) and salt (5 Kg.) for G.I. /Copper plate earth electrode as required completeEach60975.4658,528.00C.28/195a. Supplying and laying 8 S.W.G. Copper wire at 0.50 metre below ground level for Conductor earth electrodes including soldering, excavation work and refilling etc. as required complete.mtr100.00071.417,141.00b. Do with 6 S.W.G. GI. earth wire.mtr100.00020.692,069.00C.29/196Supplying and laying G.I. strips 0.50 metre below ground level as strip earth electrodes including soldering, excavation work and refilling etc. as required complete.a. With 25 mm. x 4 mm. G.I. Stripmtr40.00050.872,035.00b. With 25 mm. x 6 mm. G.I. Stripmtr120.00071.368,563.00C.30/199a. Providing and fixing 25 mm x 4 mm. Copper Strip on surface or in recessed fitted with necessary Copper Saddles including connection etc. complete.mtr20.000481.609,632.00b. Providing and fixing 25 mm x 4 mm. G.I. Strip on surface or in recess earth connection fitted with necessa G.t Saddles including connection etc. complete.mtr60.00058.723,523.00C.31/200a. Providing and fixing 8 S.WG., G.I. earth wire on surface or in recessed for loop earthing as required complete.mtr40.00024.96998.00b. Providing and fixing 8 S.WG. Copper wire on surface or in recessed for loop earthing as required complete.mtr120.00082.759,930.00C.32/206Providing and fixing of lightning Conductor finial made of 25 mm. dia. 300 mm. long G. I. tube having single prong at top with 85 mm. dia. 3 mm. thick G.I. base plate including making hole and fitted with necessary 6 mm. dia. rag bolts & nutsEach12565.916,791.00C.33/208Riveting, Sweating and Soldering of copper/G.I. strip With. another copper/G.I. strip base of the final or any other metalic object as required.Each12062.087,450.00C.34/209Providing and fixing G.I. Strip 20 mm x 3 mm. thicks on parapet and surface or wall for lightning Conductor as requireda. For horizontal runsEach6035.052,103.00b. For vertical runsEach12046.085,530.00C.35/211a. Providing and fixing testing point made of 20 mm. x 3 mm thick Copper strip 125 mm. long with 4 nos. of threaded bread bolts nuts, check nuts and spring washer etc. as required completeb. Do - with 20mm. x 3 mm. G.I. Strips.mtr10.00049.41494.00C.36/215Providing and fixing of M.V. Danger Notice plate of 200 mm. x 150 mm size made of mild steel at least 2 mm. thick and vitreous enameled white on both sides and with inscriptions in signal red colour on front side letters, figures and conventional skull and bones and fitted with 15 mm. x 6 mm. bolts and nuts complete as required.Each20118.072,361.00C.37/217Supplying including fitting fixing of high speed A.C. Ceiling fan complete with all accessories like down rod, canopy etc. of following sweeps with making necessary connections etc. as required complete and as directed by the Department [Without regulator].a. 1400 mm sweepEach1824.760.00b. 1200 mm sweep 5 Star ratingEach3581718.44615,202.00c. 1050 mm sweepEach1690.470.00C.38/215Supplying including fitting fixing of A.C. Exhaust fan in the existing hole on the wall of follwing sweeps and making necessary connections etc. as required complete and as directed by the Department.a. Domesticii) 300/305 mm sweepEach401665.9766,639.00c. Heavy Duty for 900 rpm/960 rpmEach62384.0314,304.00i) 300 mm sweepC.39/218Supplying including fitting fixing of Electronic STEP Type Regulator for ceiling fan complete with all connections in the existing board as required complete and as directed by the department.Each358263.0894,183.00C.40/220Supplying including fitting fixing of Swing wall fan complete with all accessories and making necessary connections etc. as required complete and as directed by the department.a) 300 mm SweepEach41794.227,177.00C.41/735Supplying and fitting fixing of electric storage water heater [Geyser] of AOS-Jaquar make including necessary connection etc. as required complete and as directed by the Department.A. Vertical type :VI) 25 Ltr Capacity (Mannual)Each1210185.95122,231.00C.42/253Supplying including installation, commissioning of vermin and dust proof (IP-43 protection) totally enclosed cubical type compartmental floor mounting panel board of size 1.20 M (B) x 1.60 M (H) x 0.40M (D) made of 16 SWG (1.66mm) thick C.R. sheet and 30mm x 30mmx5mm size angle having 4 nos legs at the bottom and C.R. sheet roofing on the top complete painting with 2 coats of Red Oxide metal primer and 2 coats of Enamel paint. The panel board is to be errected in 1 :3:6 PCC foundation including excavation of trench and brick soling etc. complete neatly wiring done with provision for one no 4 pole MCCB as incomer and provision for 8 nos DP or 6 Nos TPN out going as specified and directed by the deptt.comprising of the fbllowing electrical items:125 A4 pole 25KA AC 415V MCCB (Ics=Icu, adustable Ir setting 0.7-1) as incomer20mm x 3mm x 4 strip copper Bus-Bar 1.00 M length each0-100 A Moving Iron Ammeter 96mm x 96mm(Digital)0-500V Moving Iron Voltmeter 96mm x 96mm(Digital)Pilot Lamp with intrigallead 110-230V (Red, Yellow & Blue)LED TypeVoltmeter Selector SwitchAmmeter Selector Switch2A Slide Lock Switch100/5 CT Coil(Outgoing Switch Gear of reqd. rating will be measured and paid sepately)Each1340226.16522,940.00C.43/255Supplying including installation, commissioning of vermin and dust proof (IP-43 protection) totally enclosed cubical type compartmental floor mounting panel board of size 1.20 M (B) x 1.60 M (H) x O.40M (D) made of 16 SWG (1.66mm) thick C.R. sheet and 30mm x 30mmx5mm size angle having 4 nos legs at the bottom and C.R. sheet roofing on the top complete painting with 2 coats of Red Oxide metal primer and 2 coats of Enamel paint. The panel board is to be errected in 1 :3:6 PCC foundation including excavation of trench and brick soling etc. complete neatly wiring done with provision for one no 4 pole MCCB as incomer and provision for 6 nos DP or 4 Nos TPN out going as specified and directed by the deptt.comprising of the fbllowing electrical items:250 A4 pole 50KA AC 415V MCCB (Ics=Icu, adustable Ir setting 0.7-1) as incomer - 1 No.20mm x 3mm x 4 strip copper Bus-Bar 1.00 M length each0-250 A Moving Iron Ammeter 96mm x 96mm(Digital)0-500V Moving Iron Voltmeter 96mm x 96mm(Digital)Pilot Lamp with intrigallead 110-230V (Red, Yellow & Blue)LED TypeVoltmeter Selector Switch, 3 positionAmmeter Selector Switch. 3 position2A Slide Lock Switch250/5 CT Coil(Outgoing Switch Gear of reqd. rating will be measured and paid sepately)Each858197.47465,580.00C.44/257Supplying including installation, commissioning of vermin and dust proof (IP-43 protection)totally enclosed cubical type compartmental floor mounting panel board of size 1.20 M (B) x 1.60 M (H) x 0.40M (0) made of 16 SWG (1.66mm) thick C.R. sheet and 30mm x 30mmx5mm size angle having 4 nos legs at the bottom and C.R. sheet roofing on the top complete painting with 2 coats of Red Oxide metal primer and 2 coats of Enamel paint. The panel board is to be errected in 1 :3:6 PCC foundation including excavation of trench and brick soling etc. complete neatly wiring done with provision for one no 4 pole MCCB as incomer and provision for 6 nos DP or 4 Nos TPN out going as specified and directed by the deptt.comprising of the fbllowing electrical items:400 A4 pole 50KA AC 415V MCCB (Ics=Icu, adustable Ir setting 0.5-1, neutral adjustable with earth fault protection) as incomer 1 No.i) 30mm x 5mm x 4 strip copper Bus-Bar 1.00 M length eachIi) 20mm x 3mm x 4 strip copper Bus-Bar 0.5 M length each 6 sets0-400 A Moving Iron Ammeter 96mm x 96mm 1 No(Digital)0-500V Moving Iron Voltmeter 96mm x 96mm 1 No(Digital)Pilot Lamp with intrigallead 110-230V (Red, Yellow & Blue) 3 Nos.LED TypeVoltmeter Selector Switch, 3 position 1No.Ammeter Selector Switch, 3 position 1No.2A Slide Lock Switch 3 Nos.400/5 CT Coil 3Nos.(Outgoing Switch Gear of reqd. rating will be measured and paid sepately)Each461893247,572.00C.45/290Supplying with fitting and fixing Four Pole 415V Front handle operated On Load Change over switch(IP-20 protection) in powder painted sheet steel enclosure fitted on angle iron frame of the follwing capacity complete with making necessary connection as specified and directed by the deptt.b) 250AEach220439.9840,880.00C.46/310Supplying fitting and fixing Double pole sheet steel powder painted surface mounting MCB enclosure incorporated with MCB DIN rail, neutral link etc. complete with making necessary connection etc. as speciied and directed by the Deptt. [Legrand/Merlin Gerin/ Hagger make]Each20441.858,837.00C.47/312Supplying fitting and fixing 4 pole sheet steel powder painted surface mounting MCB enclosure incorporated with MCB DIN rail, neutral link etc. complete with making necessary connection etc. as speciied and directed by the Deptt. [Legrand/Merlin Gerin/ Hagger make]Each10460.324,603.00C.48/316Supplying with fitting and fixing sheet steel,phosphatised, powder painted Double door surface mounting SPN MCB DB (IP-43 protection) incorporated with bas-bar, Neutral link, Earth bar and din rail etc fitted on wall with grouting nuts & bolts as reqd. Complete with making necessary connection as specified and directed by the deptt. [Legrand/Merlin Gerin/ Hagger make]b) 8 way SPN double doorEach251227.2330,681.00c) 12 way SPN double doorEach761468.97111,642.00C.49/318Supplying with fitting and fixing sheet steel,phosphatised, powder painted double door surface mounting TPN MCB DB (IP-43 protection) incorporated with bas-bar, Neutral link, Earth bar and din rail etc fitted on wall with grouting nuts & bolts as reqd. Complete with making necessary connection as specified and directed by the deptt. [Legrand/Merlin Gerin/ Hagger make]a) 4 way TPN (4+12) double doorEach2450.330.00b) 6 way TPN (4+18) double doorEach243023.0072,552.00C.50/324Supplying with fitting and fixing single Pole 10 KA 240/415V 50Hz MCB of the following capacity complete with making necessary connection as specified and directed by the deptt. [Legrand/Merlin Gerin/ Hagger make]B. C Series1. Single Pole 10 KA 240 //415 50 Hz MCBa) 6A- [f] 32AEach884281.72249,040.00g) 40AEach101471.5047,622.00C.51/327Supplying with fitting and fixing DP 10 KA 240/415V 50Hz MCB of the following capacity complete with making necessary connection as specified and directed by the deptt. [Legrand/Merlin Gerin/ Hagger make]1.DP 10 KA 240 //415 50 Hz MCB (C Series)Eache) 32AEach25612.9515,324.00f) 40AEach76963.8773,254.00C.52/325Supplying with fitting and fixing SPN 10 KA 240/415V 50Hz MCB of the following capacity complete with making necessary connection as specified and directed by the deptt. [Legrand/Merlin Gerin/ Hagger make]1.SPN 10 KA 240 //415 50 Hz MCBg) 63AEach101963.8797,351.00C.52/328Supplying with fitting and fixing 30mA sensitivity 240/415V 50Hz DP RCCB of the following capacity complete with making necessary connection as specified and directed by the deptt. [Legrand/Merlin Gerin/ Hagger make]1.30mA sensitivity 40/415 50 Hz DP RCCBb) 32AEach252610.0365,251.00c) 40AEach763024.60229,870.00C.53/333Supplying with fitting and fixing TPN 10 KA 415V 50Hz MCB of the following capacity complete with making necessary connection as specified and directed by the deptt. [Legrand/Merlin Gerin/ Hagger make]1.TPN 10 KA 240 //415 50 Hz MCBd) 25AEach101296.1012,961.00e) 32AEach101296.1012,961.00f) 40AEach51885.739,429.00g) 63AEach51885.739,429.00C.54/334Supplying with fitting and fixing 4 Pole 10 KA 415V 50Hz MCB of the following capacity complete with making necessary connection as specified and directed by the deptt. [Legrand/Merlin Gerin/ Hagger make]1.4 Pole 10 KA 240 //415 50 Hz MCBd) 25AEach51303.116,516.00e) 32AEach51303.116,516.00f) 40AEach101892.6418,926.00g) 63AEach501892.6494,632.00C.55/337Supplying with fitting and fixing panel mounting open execution 25KA 415V 50Hz 4P MCCB (Ics=Icu, adustable Ir setting 0.7-1)( without enclosure) of the following capacity complete with making necessary connection as specified and directed by the deptt. [Legrand/Merlin Gerin/ Hagger make]1.25 KA 415V 50 Hz 4P MCCBa) 40AEach2510217.04255,426.00b) 63AEach2510031.49250,787.00c) 100AEach107895.0078,950.00d) 125AEach157829.26117,439.00e) 160 AEach108494.0784,941.00C.56/338Supplying with fitting and fixing panel mounting open execution 35/36KA 415V 50Hz 4P MCCB ( without enclosure) of the following capacity complete with rotary handle making necessary connection as specified and directed by the deptt. [Legrand/Merlin Gerin/Hagger make]1.35/36KA 415V 50 Hz 4P MCCBb) 250A (Ics=Icu, adustable Ir setting 0.7-1)Each818257.42146,059.00d) 400A (Ics=Icu, adustable Ir setting 0.5-1, neutral adjustable)Each440449.29161,797.00C.57/343Supply and laying of following size PVCIXLPE insulated and PVC sheathed 11 KV gd aluminium conductor LT armoured U.G. cable laid in ground/partially in air (1 0% of cable length) including excavation of cable trench upto depth of 75cm, refilling, protective brick covering. sand cushioning etc. complete handling of surplus spoil, debries etc. to proper place as specifiea and directed by the deptt.a) 4.00 mm2 2core U.G. CableMtr120.000193.1023,172.00b) 6.00 mm2 2core U.G. CableMtr2000.000215.27430,540.00c) 10.00 mm2 2core U.G. CableMtr3700.000224.74831,538.00d) 16.00 mm2 2core U.G. CableMtr100.000235.0523,505.00e) 25.00 mm2 2core U.G. CableMtr25.000250.146,254.00C.58/345Supply and laying of following size PVC/XLPE.insulated and PVC sheathed 11 KV gd aluminium conductor LT armoured UG. cable laid in ground/partially in air (10.0% of cable length) including excavation af cable trench upto depth of 75cm, refilling, protective brick covering, sand cushioning etc. complete handling of surplus spoil, debries etc. to proper place as specified and directed by the deptt.a) 25.00 mm2 3&1/2core U.G. CableMtr1400.000340.11476,154.00b) 35.00 mm2 3&1/2core U.G. CableMtr400.000390.08156,032.00c) 50.00 mm2 3&1/2core U.G. CableMtr1500.000482.64723,960.00d) 70.00 mm2 3&1/2core U.G. CableMtr400.000603.61241,444.00e) 95.00 mm2 3&1/2core UG. CableMtr25.000719.4717,987.00f) 120.00 mm2 3&1/2core U.G. CableMtr1100.000879.51967,461.00C.59/346supply and laying of following size PVC/XLPE insulated and PVC sheathed 1 i KV gd aluminium conductor LT armoured U. G. cable laid in ground/partially in air (10% of cable length) including excavation of cable trench upto depth of 75cm, refilling, protective brick covering, sand cushioning etc. complete handling of surplus spoil, debries etc. to proper place as specified and directed by the dept.b) 6.00 mm2 4core U.G. CableMtr2500.000249.17622,925.00C.60/347Supply and laying of following size PVC/XLPE insulated and PVC sheathed 11 KV gd aluminium conductor LT armoured U.G. cable laid in pucca flooring road crossing, drain crossing and partially in air through G.!. Pipe (TatalNezone make) with necy bend and socket includin!;1 excavation and refilling the treance and making good damange done as specified and directed by the deptt.a) 4.00 mm2 2core U.G. Cable in 25mm dia medium duty G.!. Pipe Rs.Mtr24.000357.908,590.00b) 6.00 mm2 2core U.G. Cable in 25mm dia heavy duty G.!. Pipe Rs.Mtr24.000376.479,035.00c) 10.00 mm2 2+core U.G. Cable in 25mm dia medium quality G.!. Pipe Rs.Mtr24.000385.859,260.00d) 16.00 mm2 2core U.G. Cable in 32mm dia medium duty G.!. Pipe Rs.Mtr6.000424.622,548.00C.61/349Supply.and laying of following size PVCIXLPE insulated and PVC sheathed 11 KV gd aluminium conductor LT armoured U.G. cable laid in pucca flooring road crossing, drain crossing and partially in air through G.!. Pipe (TatalNezone make) with necy bend and socket including excavation and refilling the treance and making good damange done as specified and directed by the deptt.a) 25.00 mm2 3&1/2core U.G. Cable in 40mm dia medium quality G.!. PipeMtr6.000469.242,815.00b) 35.00 mm2 3&1/2core U.G. Cable in 50mm dia medium quality G.!. PipeMtr6.000705.264,232.00c) 50.00 mm2 3&1/2core U.G. Cable in 50mm dia medium quality G.I. Pipe .Mtr6.000797.824,787.00d) 70,00 mm2 3&1/2core u.G. Cable in 50mm dia medium quality G.!. Pipe'Mtr6.000918.445,511.00e) 95.09 mm2 3&1/2core U,G. Cable in 65mm dia medium quality G.!. PipeMtr6.0001150.226,901.00f) 120.00 mm2 3&1/2core U.G. Cable in 65mm dia medium quality G.!. PipeMtr6.0001312.947,878.00C.62/351Supply and laying of following size PVC/XLPE insulated and PVC sheathed 11 KV gd aluminium conductor LT armoured U.G. cable laid in pucca flooring road crossing, drain crossing and partially in air through medium duty G.!. Pipe (Tata/Nezone make) with necy bend and socket including excavation and refilling the treance .and making good damange done as specified and directed by the deptt.b) 6.00 mm2 4core U.G. Cable in 25mm dia medium quality G.!. PipeMtr24.000413.989,936.00C.63/352Supplying and laying of follwing size of PVCIXLPE insulated and PVC sheathed 1.1 KV gd. Aluminium conductor LTun-armoured U.G. cable laid in air or through existing C.C. duct including fitting required size of lugs at the both end of the cable by using crimping tool ana making good damaged done as specified by the deptt.a) 4 X 16 sq mm Single crore un-armoured U.G. CableMtr45.000191.148,601.00g) 3 X 120 + 1 X 70 sq mm Single crore un-armoured U.G. CableMtr40.000724.5028,980.00m) 3 X 240 + 1 X120 sq mm Single crore un-armoured U.G. CableMtr80.0001661.41132,913.00C.64/367Supplying with installation testing and commissioning of Hi -- wall 5 STAR rating non ducted split type air conditioner of the following capacity with cordless remote complete with copper pipe and electrical connection up to 5 m between the room unit and out door unit as directed by the department.1.5 Ton capacityMitsubishi make Heavy duty Hybrid AC Model SRK 20 CKS -6 COOLINGEach658084.95348,510.00C.65/372Supplying including installation 4 KVA single phase 140-280 V 50 Hz auto cut digital display wall mounting Voltage Stabilizer , Relay Range ,9 A to 19 A(Remson/Venus/Indo make)Each66060.0036,360.00C.66/386Supplying with fitting and fixing Single Phase D.O.L Starter of the following specification complete including making necessary connection as specified and directed by the deptt.(d) Overload Relay Range 13.2 - 20.0 Amps for 7.5 KWEach62125.212,751.00C.67/117Supplying with fitting fixing plug and socket D.Bs common for lexic MCB and load Kontakt/load stop with the following.a) Flush mounting distributions board with metal plug and socket. 25 Amps load Kontakt MCB- 1 NoEach61076.826,461.00C.68/389Supplying including installation of submersible type water supply motor pumpset with all accessories including panel board on C.C. foundation of Proportion 1 :2:4 jammed with M.S. Nuts and Bolts wire rope submersible cable without suction G.!. Pipe including making necessary connection etc. as reqd. complete4) 3 H.P. Three PhaseEach232178.2364,356.00C.69/394Supplying and installation and commissioning of vermin and dust proof totally enclosed double cubical type compartmental floor mounting panel board of size 1.20 m x 1.00 m x 0.50 m made of 16 SWG (1.66 mm) thick CR sheet and 35 mm x 35 mm x6 mm size angle and 35 mm x 6 mm flat iron having 4 Nos. legs at the bottom and GI sheet reefing on the top complete painting with 2 coats of red oxide metal primer and 2 coats of enameled paint. The panel board is to be erected in 1:3:6 RCC pole foundation includingexcavation of trench and brick soling etc. complete neatly internal wiring done as specified and directed by the department comprising of the following electrical items.1. 40 Amp 4 pole 415 Volt 50 Hz MCCB AS incomer - 1 No.2. 32 Amp 2 pole open execution with HBC fuse switch dis-connnector fuse unit as outgoing - 3 Nos . 3. 25 mm x 5 mm size 4 strip copper Bus -Bar - 1 set .4. 40 Amp 4 pole ON-OFF power contactor - 1 No.5. Surface mounting timer switch - 1 No.6. 63 Amp bakelite HBC fuse kit - kat - 3 Nos.Each638580.17231,481.00C.70/402Supplying with fitting and fixing of 1 x 250 watt HPSV integral type street light luminaries(IP 65) consisting of single piece integral opexy gray powder coated dia cast alluminium housing gasket, pot optic reflector, cast alluminium frame from heat resistance toughened clear glass cover and accessories such as 33 MFD Condenser, lamp holder, Balast, 250 watt HPSV SON (T) lamp etc. including making necessary connection with 2 x 2.50 sq mm F.R multi stand and P.V.C insulated single core copper cable as specified and directed by the department.a) Cat No SGP 325/SON-T 250 GLA (IP 65) (PHILIPS Make)Each499483.43464,688.00C.71/401Supplying with fitting and fixing of 1 x 150 watt HPSV integral type street light luminaries consisting of single piece integral opexy gray powder coated dia cast alluminium housing gasket, pot optic reflector, cast alluminium frame from heat resistance toughened clear glass cover and accessories such as 33 MFD Condenser, lamp holder, Balast, 150 watt HPSV SON (T) lamp etc. including making necessary connection with 2 x 2.50 sq mm F.R multi stand and P.V.C insulated single core copper cable as specified and directed by the department.a) Cat No SGP 325/SON-T 150 GLA (IP 65) (PHILIPS Make)Each159006.30135,095.00C.72/410Supplying with fitting & fixing of 1 x 70 Watt HPSV integral type street light luminaire consisting of single piece integral epoxy gray powder coated dia cast alluminium housing gasket, pot optic relector, cast alluminium frame from heat resistance toughened clear glass cover and accessories such as Condenser, lamp Holder, Balast, 250 Watt HPI MH lamp etc. including making necessary connection with 2 2.50 sq.mm F.R. multistand and P.V.C. insulated single core copper cable as specified and directed by the department.(a) Philips make Cat No.SGP 301_GLA SON 70W(E) CDM_TT 70W ( IP - 65)Each406676.25267,050.00C.73/415Supplying including installation of the Octagonal poles shall be designed to withstand the maximum wind speed of 169 km/hr. The top loading I.e.area and weight of fixtures are to be considered to callulate maximum deflection of the poles and the same shall meet the requirement of BS:5649 Part VI 1982. The pole shaft shall have octagonal cross section and shall be continuously tapered with single longitudinal welding. Ther shall not be any circumferential welding of the pole shaft. The welding of the pole shaft shall be done by Submerged Welding process. All octagonal pole shafts shall be provided with the rigid flange plate of suitable thickness with provision for fixing 4 foundation bolts.The base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside. The welding shall be done as per process approved by Third Party Inspection agency.The materials of the pole as follows :Size of pole : Pole Type BOP : 8030Height: 08 MDiameter : Top dia 70 mm , Bottom dia 135 mm mmSheet thickness: 3 mmBase plate Dimension: 225 mm x 225 mm x 16 mm (LxBxT)Foundation Bolts.Bolts size No. and dia 4 x 240 mmPitch circle dia: 210 mm ; Bolt length : 750 mmProjected bolt length : 100 mmAnchor plate thickness:4 mmPole Foundation : The octagonal poles shall be bolted on a pre- cast foundation with a set of four foundation bolts for greater rigidity.Foundation : The foundation shall be done with(i) Earth work : 2.04 cubic Meters.(ii) RCC : 1:1.5 : 3 proportion 0.65 cubic metres.(iii) Steel : 22.43 Kg(iv) Shuttering :4.32 square metres.Each5522169.781,219,338.00C.74/420Supplying including fitting and fixing of Hot Dip galavanised arm bracket for installation of luminaires as required and directed by the Department.i) Header with top cap 300 mm long pipe of thickness 3 with arrangement to fix on pole top with 3 Nos.of bolts.ii) Armed of required length size 48.3mm out side dia x 3.25mm thickiii) Stiffener plate from arm of the following types :a) Single arm bracket 1000mm long for 3m to 10 mtr. Poles.Each491015.5149,760.00C.75/546Supplying, installation testing and commissioning of the following capacity, Alluminium Wound outdoor type sub station complete with transformer, H.T./ L.T., side fittings and all other following accessories as required complete including Payment of ASEB's suprevision charge,labour charge, cost of ASB's Materials like metering equipment,Ct/Pt set etc.(Excluding Payment of Load Security) arrangement of charging approval of Sub-Station from Chief Electrical Inspectorater and consisting of the followings : (The cost of fencing and transformer pad as per rwquiremennt will be paid extra)d)100 KVA, 11/0.433 KV, vector group DYN-11 alluminium wound transformeri) 100 KVA, 11/0.433 KV, vector group DYN-11 alluminium wound transformer = 1 No.ii)) 10.00 mtr length seamless steel tubular pole type 410 SP 43 as per IS-2713 (part III) [weight = 170 kg]= 2 Nos.iii) ) 11 KV.DO Switch = 1 setiv) M.S. channel of size 100mm 50mm 6mm 2.2mtrs. = 6 Nos.v) 11 KV lightening arrestor = 1 set.vi) 11 KV pin insulator = 6 Nos.vii) L.T. cross arm = 6 Nos.viii) 100mm dia G.I. pipe for earthing = 6 Nos.ix) 11 KV Disk insulator = 12 Nos.x) Hardware fitting for disk insulator = 6 Nos.xi) Gaang operated switch = 1 setxii) 11 KV Danger board = 2 Nos.xiii) 6 SWG Copper wire=30 Kgxiv) Pole clamp =12 Nosxv) M.s Nuts,bolts & washer=15 Kgxvi) Cable termination box of required capacityJob3280723.90842,172.00C.76/547Supplying, installation testing and commissioning of the following capacity Copper Wound outdoor type sub station complete with transformer, H.T./ L.T., side fittings and all other following accessories as required complete including Payment of ASEB's suprevision charge,labour charge, cost of ASB's Materials etc.(Excluding Payment of Load Security) arrangement of charging approval of Sub-Station from Chief Electrical Inspectorater and consisting of the followings : (The cost of fencing and transformer pad as per rwquiremennt will be paid extra)a) 250 KVA, 11/0.433 KV, vector group DYN-11 Copper wound transformeri) 250KVA, 11/0.433 KV, vector group DYN-11 Copper wound transformer = 1 No.ii)) 10.00 mtr length seamless steel tubular pole type 410 SP 43 as per IS-2713 (part III) [weight = 170 kg]= 2 Nos.iii) ) 11 KV.DO Switch = 1 setiv) M.S. channel of size 100mm 50mm 6mm 2.2mtrs. = 6 Nos.v) 11 KV lightening arrestor = 1 set.vi) 11 KV pin insulator = 6 Nos.vii) L.T. cross arm = 6 Nos.viii) 100mm dia G.I. pipe for earthing = 6 Nos.ix) 11 KV Disk insulator = 12 Nos.x) Hardware fitting for disk insulator = 6 Nos.xi) Gaang operated switch = 1 setxii) 11 KV Danger board = 2 Nos.xiii) 6 SWG Copper wire=30 Kgxiv) Pole clamp =12 Nosxv) M.s Nuts,bolts & washer=15 Kgxvi) Cable termination box of required capacityxvii) CT/PT Combined Metering Equipment with MeterJob2514519.611,029,039.00C.77/550Supplying installation and commissioning of vermin and dust proof totally enclosed single door cubuical type compartmental floor mounting Metering Cabinet of size 1.20 m 1.00 m 0.50 m made of 16 SWG (1.66mm) thick CR sheet and 35 mm 35 mm 6 mm size angle and 35 mm 6 mm flat iron having 4 nos legs at the bottom and G.I. Sheet reefing on the top complete painting with 2 coats of red oxide metal primer and 2 coats of enameled paint. The panel board is to be erected in 1:3:6 RCC pole foundation including excavation of trench and brick soling etc. complete neatly intemal wiring done as specified and directed by the department comprising of the following electrical items.(ABOVE 250 AMP)(MCCB incomer and meter will be be measured and paid seperately)1. 40 mm 10 mm size 4 strip copper Bus-Bar- 1 setEach515256.3076,282.00C.78/569Supplying ,erection and commissioning of 2 ( two) sections continuously tappered of 20 sides polygonal cross section presenting good visual appreance 30 M height High Mast Lantern manufactured out from heavy duty hot dip galvanised sheet as per BS-EN 10025 having a heavy duty hot dip galvanised ftange at the bottom of the pole .The sections of the mast structure shall be single longitudinal welding and there shall not be any circumferential welding The welding between Mast shaft and flange shall be done by submerged arc welding (SAW) process. The mast is to be incorporated with anchore plate, anchore nuts and bolts, lantern carriage, S.S. rope,power tool motor, double winch gear ,head frame, finial, aviation light, multi pairs cable, luminaires etc.The Mast is to be erected in M-20 grade RCC foundation as per enclosed design and drawing. The following technical specifications of Mast are shown as follows :.1. HIGH MAST STRUCTURE:a) Height of Mast Height make=30 mtrs.As approved by the Deptt.b) Materials construction =BS-EN 10025c) Thickness (in mm ) =Top = 3 mm, Bottom = 4 mmd) Cross section of Mast in Polygon (Number of side) =20 Sidese) Length of individual section (in mtrs.) = Top = 10.0 m, Approx., Middle = 10.70 Mtr.Approx., Bottom = 10.90 m, Approx.f) Base dia and top diameter =Top diameter -- 150 mm, Bottom diameter --- 520 mmg) Type of joints =Street fit jointh) Length of overlap =0.70 Mt. to 0.90 Mt. Approx.i) Metal protection treatment for Mast section =Hot dip Galvanised.j) Thickness of glavanisation (min) =65 Micron: Top & 85 Micron Bottom.k) Size of opening and door at base =1200 mm X 250 mml) Type of locking arrangement =Vandal Resistant.k) Details of slack board inside the base compartment =Resin bonded Plywood.600 mm X 200 mm X 8 mml) Arrangement for cable termination =TPN Isolator.m) Thickness of base plate =25 mm.n) Size of anchor plate and thickness =Uniform PCD of 740 mmo) Details of template =Uniform PCD of 740 mmp) Weight in kgs.of 20 mtr Mast (including base plate door, head frame) =1600 Kgs.Approxq) Lightning protection finial =To be Provided.2. DYNAMICAL LOADING AS PREVAILING AT SITEa) Max. wind speed = As per IS-875-Part 3 1987b) Max. gust speed time are measured = 3 Secondsc) Height above ground level these two factors = 10 Mtr.d) Factor of safety for wind load = 1.25e) Factor of safety for other load = 1.153. LANTERN CARRIAGEa) Materials of construction = Class B.M.S. Tubesb) Diameter of carriage ring (mm) = 710/2300 mm.Approx.c) Construction. = To Suit Requirement.d) Number of Joint. = 1(One)e) Buffer arrangement bevNeen carriage and mast. = PVC Sleeve on Carriage.f) Load carrying capacity. = 750 Kg.g) Total weight of assembly with fitting . = As per No.of Luminaire.h) Number of fitting. = 2 X 400 W HPSV Luminaries =9 Nosi) As Spoecified by the Deptt.4. WINCH.a) Make or winch number of drums/winch. = Double drum type.b) Make or winch number of drums/winch. = 53:1c) Capacity.= 750 Kgs.Approx.d) Operating speed = 180 RPM.e) Individual drum rotation = Easily Possible.f) Method of Operation. = Manual/Electrical.g) Lubrication arrangement = Parmanent oil bath.h) Type of lubricant = ASE 40/90.i) Gear material = Cast Iron.j) Tested load per drum (kg) = 750 Kgs./Drum. 1500 Kgs.for winch.a) SWL of winch at 200 rpm = 750 Kgs.5. STAINLESS STEEL WIRE ROPE.a) Make. = B.W.Ltd.b) Grade. = AISI 316c) Number of Ropes. = 2 Continous ropes.d) Construction. = 7/19.e) Centre core Material.= Stainless Steel Core.f) Diameter (mm) = 6 mm.g) Thimbles & Talurit. = SS Thimble, Copper Talurit.h) Braking load capacity = 2350 Kgs. X 2.i) Factor safety = 5 for System full load.6. POWER TOOL.a) Model. = Integral.b) Input Supply. = 415 Volts.c) Wattage/HP. = 1100 Watts.d) Number of Speeds. = Single Speed.e) Operating speed = 1440 RPM.f) Control System. = Push Button.7. TORQUE KUNUTER.a) Lifting Capacity. = Up to 750 Kgs.b) Adjustable/Non Adjustable. = Adjustable.c) Tripping Device. = Mechanical.Each6898375.175,390,251.00C.79/572Supplying including installation, testing and Commissioning of D.G.set, powered by Diesel Engine (Water cooled) coupled to suitable alternator of 415 V, AC, 3-Phase 0.8 p.f.(lag) both mounted on a fabricated base frame as directed by the deptt. (Jackson make)Cummins Diesel Generating SetContinious Power (KVA) - 100Electric Power (KW) - 80Rated Current - 139No. of Phase/Voltage -3 Phase/415VD.G. Size LxBxH (mm) - 3400x1350x1775Fuel Tank Capacity (Ltrs.) - 175Fuel Consumption (Ltr/Hr.) = 175Weight(Kgs.) - 2308Engine Engine Model - ALGP412TTCAE4Power Output (BHP) - 134.5Aspiration No. of Cylinder - TANo of Cylinder - 6Bore & Stroke (mm) - 107.18 x 120.65Displacement (ltrs) -7.54Compression Ratio - 17.25:2Flywheel Hsg/Flywheel - SAE 2/ SAE 11.5Lub.oil sump capacity - 11.5Starting system voltage - 24Battery capacity - 150Alternator -Brushless,Single Bearing,IP23,ClassH Insulated,50 Hz, +/- 1% Voltage RegulationEach2802368.001,604,736.00C.80/725Supplying, installation, testing and commissioning of the following T5 luminaries complete with all accessories such as ballast,starter etc. in the ceiling including supplying nut, Y type suspention arrangement as specified, with MS rod of 4mm dia. including connection with 1.5 sq mm P.V.C. insulated S.C.copper conductora) TPH 824/214 D8 DI HF 2 x TL5 14W 240 V Philips MakeSereno D8 Micro-Optics based luminaire suitable for suspension from ceiling/ Horizontal wall mounting. Direct-Indirect lighting luminaire designed for high efficiency and energy savings.Each205447.40108,948.00d) TPH 824/228 D8 DI HF 2 x TL5 28W 240 V Philips MakeSereno D8 Micro-Optics based luminaire suitable for suspension from ceiling/ Horizontal wall mounting. Direct-Indirect lighting luminaire designed for high efficiency and energy savings.Each208231.73164,635.00C.81/727Supplying,installation,testing and Commission of the following indoor decorative recessed typed mirror optics luminaries complete with all accessories such as ballast, starter etc. In the flase ceiling type Armstronng /Gypsum or similar ceiling mouting with necessary support with 1.5 sq.mm. P.V.C. insulated S.C.copper conductor as required and as directed by the departmentm) TPS 814/414 D8 HF 4 x TL5 14W 240 V Philips MakeSereno D8 Micro-Optics based luminaire suitable for surface mounting Rectangular luminaire designed for TL5 LampsEach109519.3695,194.00C.82/732Supplying, installation, testing and commissioning of the following TL5 Flourescent luminaries complete with all accessories such as ballast, staeter etc. directly on wall / ceiling including connection with 1.5 sq mm P.V.C. insulated S.C.copper cond