02. TOURISM DEVELOPMENT OF KOTWA DEVI MAI TEMPLE LOCATED IN KOTWA BLOCK, EAST CHAMPARAN DISTRICT.

BIHAR STATE TOURISM DEVELOPMENT CORPORATION LIMITED

Technical Sheet

Name of Work TOURISM DEVELOPMENT OF KOTWA DEVI MAI TEMPLE LOCATED IN KOTWA BLOCK, EAST CHAMPARAN DISTRICT. Cost of Work as per BOQ(Rs in Lakhs) 387.67851 Time of Completion in months 12 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount 43967600 Date of Sanction 2026-07-23T00:00:00Z Date of Tender 2026-08-27T00:00:00Z

Sl No. Items Requirement Cl. No. Name of the Contractor

Address of the Contractor

1 Registration No.

2 Bid Validity Bids shall remain valid for a period not less than 120 days after the deadline date. A Bid valid for a shorter period shall be rejected by the Employer as non-responsive 120 Days 15.1 Bid validity periods In days

3 Bid Security (A) Online mode i.e. internet payment gateway (credit/ debit card), Net Banking, NEFT/ RTGS 16.1 Amount To be entered (Rs in Lakhs)

(B) Unconditional bank guarantee from any scheduled Indian bank issued within the state in the format given (If issued from any bank outside state will be converted to any bank within the state before executing the agreement. Amount To be entered (Rs in Lakhs)

Bid Security Amount - (Rs. In Lakhs) 8.05 Bid Security Amount - Rs.

4 (i) Legal Status of Bidder. 4.3(a)

(ii) Place of Registration.

(iii) Principal place of Business

(iv) Power of attorney of signatory Bid Attached or Not 4.2(iv)

5 Total value of civil engineering construction work performed in last five years. 1. Annual Financial Turn Over usually not less than 50 % of the estimated annual payments under the contract (Rs in Lakhs) APPENDIX to ITB

2021-22 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.469

2022-23 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.36

2023-24 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.26

2024-25 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.166

2025-26 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.08

6 Work Experience of Similar nature Satisfactory completed atleast one similar work of value not less than 50 % of estimated value of contract (Rs in Lakhs) 4.5 (b) Amount To be entered (Rs in Lakhs)

7 Minimum Quantities of work done as prime contractor in any one year during last five years. Items Unit Total Quantity 4.5 ( c )

Brick Work cum 178.56 Value to be entered in unit cum

Earth Work cum 994.24 Value to be entered in unit cum

Electrical Works Rs. 6253188 Value to be entered in Rs.

PHE Work Rs. 1164718 Value to be entered in Rs.

PCC&RCC cum Value to be entered in unit cum

Steel KG 36139.56 Value to be entered in KG

Flooring Work. (Any Stone, Granite, Kota, Sand Stone etc.) sqm 685.22 Value to be entered in unit sqm

8 Bidding Capacity More than the total Bid value of present work = A*N*3-B=Rs. ____.Where A = Maxm. Value of work executed in any one yr during last 5 yrs. N= Nos of years for completion of works. B=Value of existing commitments & ongoing works to be completed in period (Rs in Lakhs) 4.4

9 (a) Existing commitments and ongoing works Amount To be entered (Rs in Lakhs)

(b) Work for which Bid already submitted Amount To be entered (Rs in Lakhs)

10 Availability of key items of Contractor's Equipment Type of Equipment/Maximum age No. Required Nos. Max. Age Page-17 Nos./ Max. Age

Plate Vibrator 1 5

Niddle Vibrator 2 5

Water tankar 1 5

Steel shuttering 1500sft 5 to 7

Concrete Mixture 1 5

11 Key Personnel Personnel/Qualification/Contract Package Size (Rs. 02 to 10 Crore) Page-18 Name of the Personnel and Experince in years

Site Engineer/ B.E. Civil + 07 Years Exp. (3 years in Building Construction) or retired A.E. 1 No.

Plant Engineer/ B.E. Civil + 05 Years Exp. or Dip. Electrical + 07 Years Exp. or Retired J.E. 1 No.

Site Supervisor/ Fresh Graduate in Civil or Diploma Civil + 03 Years Exp. or retired I.T.I Holder. 1 No.

12 Evidence of accesses to Financial Resources Evidence of access to or availability of creadit facilities (10% of estimated cost), certified by bankers (Not more than 3 months old). (Rs in Lakhs). 4.2(i) Amount To be entered (Rs in Lakhs)

13 Proposed methodology and programme of construction. Justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones. (Attached or not) 4.3(l)

14 Litigation History Information regarding any litigation, current or during the last five years, in which the Bidder is involved, the parties concerned, and disputed amount. (Attached or not) 4.3(j)

15 Affidavit Regarding statements made in the required attachments are true and correct. Page-24

16 Undertaking Able to invest a minimum of cost upto 25% of contract value of work. During implementation of contract. (Rs in Lakhs). 4.2(ii)

17 NOC for Debar (Affidavit)

BIHAR STATE TOURISM DEVELOPMENT CORPORATION LTD.

(A GOVERNMENT OF BIHAR UNDERTAKING)

TOURISM DEVELOPMENT OF KOTWA DEVI MAI TEMPLE LOCATED IN KOTWA BLOCK, EAST CHAMPARAN DISTRICT.

QUOTING SHEET FOR BIDDERS

Name of Contractor

Address of Contractor

E-mail ID of Contractor Mobile Number

NIT - 29/E-TENDER/ BSTDC/SBD/2026-27 GR-02

Sl No. Description Estimated Amount Rate Quoted by Contractor

% Above/Below TOTAL QUOTED AMOUNT Rs.(In Figure) TOTAL QUOTED AMOUNT Rs.(In Words)

1 Total Schedule Amount (Rs.) 27818759

2 Total Non-Schedule Amount (Rs.) To be Quoted !

TOTAL AMOUNT Rs. 38767851

TOURISM DEVELOPMENT OF KOTWA DEVI MAI TEMPLE LOCATED IN KOTWA BLOCK, EAST CHAMPARAN DISTRICT.

Based on SOR FOR BCD BIHAR - 2022 & B.S.R (ELECTRICAL) 2023

S.No SOR Code Description Unit Rate Quantity Total Amount

CIVIL SOR ITEMS (A)

1 2.6 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed.

2 2.27 Extra for every additional lift of 1.5 m or part thereof in :

3 2.26 Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20 cm in depth:consolidating each deposited layer by ramming and watering lead Cum 123.9 1818.6175000000003 225326.70825000005

4 2.25(A) Excavating, supplying and filling of local earth (including royalty butexcluding cairriage cost) by mechanical transport upto a lead of 3kmalso including ramming and watering of the earth in layers notexceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead. Cum 411.7 461.5755 190030.63335

5 2.28 Supplying and Filling in plinth with local sand and under floors including,watering, ramming consolidating and dressing complete. Cum 287.3 119.36392799999999 34293.2565144

2.37 Diluting and injecting chemical emulsion for POSTCONSTRUCTIONALanti-termites' treatrnent(including the cost of chemical emulsion)

2.37.1 Along external wall where the apron is not provided usingchemical imulsion @ 7.5 liters / sqm of the vertical surfaceof the substructure to a depth of 300 mm includingexcavation channel along the wall & rodding etc. complete:

6 2.37.1.1 With chlorpyriphos/Lindone E.C. 20% with 1% concentration Meter 39.9 432.51 17257.148999999998

2.37.2 Along the external wall below concrete or masonry apronusing chemical emulsion @ 2.55 litres per linear metreincluding drilling and plugging holes etc.

7 2.37.2.1 With chlorpyriphos E.C. 20% with 1% concentration Meter 49.1 432.51 21236.241

2.37.3 Treatment of soil under existing floors using chemicalemulsion @ one litre per hole, 300 mm apart includingdrilling and plugging 12 mm diameter holes with cementmortar 1:2 (1 cement: 2 coarse sand) to match the existingfloor.

8 2.37.3.1 With Chlorpyriphos EC 20% with 1% concentration Sqm 241.2 379.10175 91439.3421

20.2 Boring, providing and installing bored cast-in-situ reinforcedcement concrete piles of grade M-25 of specified diameter andlength below the pile cap, to carry a safe working load not lessthan specified, excluding the cost of steel reinforcement butincluding the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).

9 20.2.2 400 mm dia piles Meter 1163.3

4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

4.1.5 1.3.6 (1 Cement :4 coarse sand :8 graded stone agregate 40 mmnominal size) Cum 3434 184.02895199999998 631955.421168

10 4.1.8 1.4.8 (1 Cement :4 coarse sand :8 graded stone agregate 40 mmnominal size) Cum 2975.2 6.254999999999999 18609.875999999997

11 4.1.2 1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) Cum 4420.8

5.33 B Add or deduct for providing richer or leaner mixes respectively at all floorlevels.

12 5.33 B.1 Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. Cum 164.5

5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

5.33.1. All works up to plinth level

13 5.33.1.1 Concrete of M-25 grade with minimum cement content of 350kg/cum Cum 5063.4 371.02326899999997 1878639.2202545998

5.33.2 All work above Plinth level upto floor V Level.

14 5.33.2.1 Concrete of M-25 grade with minimum cement content of 350kg/cum Cum 5863.2 239.2607175 1402833.438846

15 5.5 Reinforced cement concrete work in arhes, archribs, domes, vaults, shells, folded plate and roofs having slope more than 150 upto floor fivelevel excluding the cost of centring. Shuttering. Finishing and reinforement with 1:2:4(1 cement:2 coarse sand :4 graded stone aggregate 20mm nominal size) Cum 5677.1 7.460100000000001 42351.73371000001

5.9 Centring and shuttering including strutting,propping etc. and removal ofform for.

16 5.9.1 Foundations, footings, bases of columns etc. for massconcrete. Sqm 211.6 535.09988 113227.134608

17 5.9.2 Walls (any thickness) including attached pilasters.Butteresses, plinth and string courses etc. Sqm 375.1 53.27856 19984.787856

18 5.9.3 Suspended floors, roots, landings, balcnies and accessplatform. Sqm 437.5 528.6933750000001 231303.35156250003

19 5.9.5 Lintels, beams, plinth bams, griders, bressumers andcontilevers. Sqm 404.7 1168.1245000000001 472739.98515

20 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts Sqm 494.4 648.0702599999998 320405.93654399994

21 5.9.7 Stairs,(excluding landings) except spiral-staircaces. Sqm 439.9 16.506 7260.9893999999995

22 5.9.9 Arches,domes,vaults upto 6m span Sqm 1128.6 16.872 19041.7392

23 5.9.17 Centring and shuttering including strutting,propping etc. and removal of form for. Cornices and mouldings Sqm 625.2 18.56 11603.712

23 5.9.19 Weather shade,Chajjas, corbels etc. including edges Sqm 550.9 73.3605 40414.29945

5.22 Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete.

24 5.22.7.A Thermo-Mechanically Treated bars TMTC-500-8mm dia. Kg 94.5 12559.531733367132 1186875.748803194

25 5.22.7.B Thermo-Mechanically Treated bars TMTC-500-10mm dia. Kg 92.6 9843.067205504714 911468.0232297365

26 5.22.7.C Thermo-Mechanically Treated bars TMTC-500-12mm dia. Kg 90.8 23137.065009036152 2100845.5028204825

27 5.22.7.D Thermo-Mechanically Treated bars TMT Fe-500-I6mrn dia. Kg 91.7 18674.024732493977 1712408.0679696978

28 5.22.7.E Thermo-Mechanically Treated bars TMT Fe-500-20mrn dia. Kg 91.7 3224.724335112028 295707.22152977297

29 5.22.7.f Thermo-Mechanically Treated bars TMT Fe-500-25mrn dia. Kg 91.7 4840.702445630369 443892.41426430485

Brick work with bricks of class designation 100A in foundations and plinth in

30 6.1.14A Cement mortar 1:6 (1 cement: 6 coarse sand ) Cum 4819.9 185.51635624999997 894170.2854893748

31 6.3A Extra tor Brick work in superstructure above plinth level upto floor V cum Cum 842.2 171.59628124999998 144518.38806874998

32 6.15 A Brick work in plain arches in superstructure including centring andshuttering complete for span upto 6 metres with bricks of classdesignation 100A in cement mortar 1:3(1 cement:3 coarse sand ) Cum 8355.1

33 6.41A Brick work with selected bricks of class designation 100A in exposedbrick work including making horizontal and vertical irooves 10mm wide12mm deep complete from ground level up to plinth level in cementmortars 1:6(1 cement: 6 corse sand) Cum 4925.2

34 6.41A Extra for exprosed brick work in superstructure above plinth level andupto floor level. 0.75 x 1.5 = 1.13 Cum 1068

35 8.2.2 Providingand fixing18mmthickgangsawcut,mirror polished, premoulded and prepolished,machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of requiredsize,approvedshade, colourandtexture laidover20mm thick base cementmortar 1:4 (1 cement : 4coarse sand), joints treatedwithwhite cement, mixedwithmatching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab over 0.50 sqm Sqm 4401.2 13.86825 61036.9419

36 8.3.2 Providingedgemoulding to18mmthickmarblestonecounters, vanitiesetc., includingmachinepolishingtoedgetogivehighgloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work Meter 260.1

37 8.11.1 Providingedgemoulding to18mmthickmarblestonecounters, vanitiesetc., includingmachinepolishingtoedgetogivehighgloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work Sqm 7305.9 50 365295

9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs orwith dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).

38 9.1.1 Second class teak wood Cum 120526.6

39 9.76 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. Each 639.4

9.2 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.

40 9.20.1 35 mm thick including stainless steel butt hinges withnecessary screwssqm Sqm 2845.6

9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.

41 9.48.1 Fixed to steel windows by welding Kg 144.5

9.73 Providing and fixing bright finished brass parliamentary hinges withnecessary screws etc. complete:

9.74 Providing and fixing bright finished brass tower bolts (barrel type) withnecessary screws etc. complete:

44 9.81.1 Providing and fixing bright finished brass handles with screws etc.complete: 125 mm Each 202.1

45 9.82 Providing and fixing bright finished brass hanging type floor door stopperwith necessary screws, etc. Each 108.1

46 9.83 Providing and fixing aluminium die cast body tubular type universalhydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. Each 979.5

10.6 Supplying and fixing-rolling shuters of approved make.made of required size of M.S.Iaths interlocked together through their intire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arragements for inside and outside lockingwith push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. topcover of required thickness for rolling shutters.

46 10.6.1 80x1.25mmM.S. Laths with 1.25mm thick top cover. Sqm 2673.7 42.12000000000001 112616.24400000002

47 10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollowtubes,channels, plates etc., including welding, grinding, buffing, polishingand making curvature (wherever required) and fitting the same withnecessary stainless steel nuts and bolts complete, i/c fixing the railing withnecessary accessories & stainless steel dash fasteners , stainless steelbolts etc., of required size, on the top of the floor or the side of waist slabwith suitable arrangement as per approval of Engineer-in-charge, ( forpayment purpose only weight of stainless steel members shall beconsidered excluding fixing accessories such as nuts, bolts,fasteners etc.). Kg 546.8 173.54399999999998 94893.85919999998

48 10.43 Providing and fixing concertina coil fencing with punched tape concertinan coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T.reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbedtape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) Meter 272.6

11.26 Kota stone slab flooring 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 . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand)

50 11.53 Providing and fixing Glass mossaic tiles at finished plain wall surface ofsize 20 mm x 20 mm x 4 mm in all colour, design , fixing in customizedesign as per direction of Engineer-in- Charge. The glass mosaic tilesto be fixed on the wall surface with the help of approved adhesiveapplied at the rate of 2.5 kg per sqm and grouting of the same. Therate is inclusive of all operation, material and required pattern approvedby Engineer-in-Charge. Sqm 3095.7 29.054105999999997 89942.79594419998

11.46 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % andconforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement& matching pigments etc. complete.

51 11.46.2 Size of Tile 600 x 600 mm. Sqm 1191.8

52 8.14.2.4 Stone work (machine cut edges) for wall lining etc. (veneer work)upto 10 metre height, backing filled with a grout of average 12 mmthick cement mortar 1:3 (1 cement : 3 coarse sand) includingpointing in white cement mortar 1:2 (1 white cement : 2 stone dust)with an admixture of pigment matching the stone shade : (To besecured to the backing and the sides by means of cramps and pinswhich shall be paid for separately) : Red sand stone - Exposed face machine cut and tablerubbed with rough backing 40 mm thick Sqm 3488.2 107.272 374186.1904

53 11.30.1 40 mm thick fine dressed stone flooring over 20 mm (average) thickbase with joint finished fiush:base 1:5 (1 cement: 5 coarse sand )withjoints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2stone dust) admixed with pigment to match the shade of stone andpointing with same mortar. Red Sand Stone Sqm 849.2 45 38214

54 10.16.1 Steel work in built up tubular (round, square or rectangular hollow tubesetc.) trusses etc., including cutting, hoisting, fixing in position and applying apriming coat of approved steel primer, including welding and bolted withspecial shaped washers etc. complete Hot finished welded type tubes Kg 123.9 8400 1040760

55 10.32.2 Steel work welded in built up sections/framed worK including cuttinghoisting, rixing in position and applying a priming coat of approved steelprimer using structural steel, etc. as required. In gratings, frames, guard bar, ladders, railings, brackts. gates &similar works. Kg 114.6 163.625 18751.425

55 11.27 Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillarslaid on 12 mm (average (thick cement mortar 1:3 (1 cement: 3 coarsesand ) and jointed with grey cement slurry mixed with pigment to matchthe shade of the slab including rubbing and polishing complete. Detailsof cost for 10 sqm Sqm 1334.9 37.649 50257.650100000006

56 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming toIS : 15622 (Thickness to be specified by the manufacture) of approvedmake in all colours, shades except burgundy , bottle green , black ofany size as approved by Engineer-in-charge in skirting , risers of stepsand dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqmincluding pointing in white cement mixed with pigment of matchingshade complete. Sqm 795 19.994999999999997 15896.024999999998

57 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as perbuilding specification and direction of E/l, Sqm 283.3 980.2924999999999 277716.86525

58 11.79.1 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’sspecifications & direction of Engineer -in-Charge: (a) 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern. Sqm 956.4 19.499399999999998 18649.22616

59 11.55.1 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. Sqm 2147.7

60 12.33A Providing and laying pressed clay tiles (as per approved pattern20 mm nominal thickness and of approved size) on roofs jointedwith cement mortar 1:4(1 cement :4 coarse sand )mixed with 2%integral water proofing compound laid over a bed of 20 mm thickcement mortar 1:4(1 cement::4 coarse sand )and finished neatcomplete Sqm 490.3 336.53 165000.65899999999

13.11 Cement plaster in course sand 25.92 0

12 mm cement plaster of mix:

61 13.11.2 1:4(1 cement :4 coarse sand)Interior Plaster Sqm 152.9 1278.909546 195545.26958340002

62 13.13.2 20 mm cement plaster of mix ; 1: 4(1 cement: 4 coarse sand) Sqm 209.9 697.989 146507.8911

13.24 6 mm cement plaster to ceiling of mix : 33.945 0

64 13.18 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall. Sqm 229.3 65.56 15032.908000000001

65 13.39.1 Extra for plastering done on moulding cornices or architraves including neat finish to line and level: In one coat Sqm 287.4 281.248 80830.6752

66 13.80 A.2 Providing and applying white cement based putty of averagethickness 2 mm, of approved brand and manufacturer, over theplastered wall surface to prepare the surface even and smoothcomplete. Sqm 105.4 1192.3369000000002 125672.30926000004

67 13.92.1 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: Sqm 86.4 799.2469000000001 69054.93216000001

13.46 Finishing walls with Acrylic Smooth exterior paint of requiredshade :

68 13.46.1 New work (Two or more coat applied @ 1.67 ltr/ 10 sqmover and including priming coat of exterior primer applied@ 2.20 kg/ 10 sqm) Sqm 137 302.229 41405.373

69 13.82B.1 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacture's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work Sqm 120.5 325.6875 39245.34375

70 13.93.1 Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade: Two or more coats on new work Sqm 84.5 16.3625 1382.6312500000001

71 16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade concrete in position etc all complete job. Cum 7998.8

72 16.87.2 Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineerin-Charge. With granite stone of all colour except black, cherry/ruby red of area more than 0.50 sqm. Sqm 3686.5 252.01712 929061.11288

73 16.94 Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge Cum 3007.7

16.78 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

74 16.78.1 With material conforming to Grade-I (size range 75mm to 0.075 mm) having CBR Value-30 Cum 1310.4 40.7 53333.280000000006

75 16.78.2 With material conforming to Grade-II (size range 53mm to 0.075 mm ) having CBR Value-25 Cum 1239.4 81.4 100887.16000000002

76 16.75 Providing and laying C.C. pavement of mix M-25 with ready mixedconcrete from batching plant. The ready mixed concrete shall be laidand finished with screed board vibrator , vacuum dewateringprocess and finally finished by floating, brooming with wire brush etc.complete as per specifications and directions of Engineer-incharge.(The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/ recoverableseparately). Cum 5842.7 50.875 297247.3625

77 19.15.1 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design With 20x20mm square bar Each 310.9 12 3730.7999999999997

78 19.18.2 Supplying and fixing C.I. cover without frame for manholes 500 mm diameter C.I cover (medium duty) the weiht of he cover to be not less than 58 kg. Each 3164.6 4 12658.4

20.6 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loadingplatform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.

79 20.6.1.1 Initial test Per Test 51510.6

80 20.6.1.2 Routine test Per Test 18463.5

17.28.1 Semi rigid pipe

D Local Sand and Earth Cum 310.469152 543.493328 168737.91266181786

82 Difference of cost

Total Amount SOR (A) After Applying GST Impact factor 5.36% 1263232.9656843287 A

PHE SOR ITEMS (B)

SUB HEAD - I : SANITARY WORK

83 17.1 Providing & fixing water closet squatting pan (indian type W. C pan) with 100 mm sand cast iron P or S trap, 10litre low fixture complete. including cutting and making good the wall and level with P.V.C flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS: 7231 with all fittings and flloors whereever required.

17.1.1 White vitreous china orissa pattern W.C pan of size 580X 440mm with integral type fooyt rests Each 4470.9 4 17883.6

84 17.3 Providing & fixing of white vitreous china pedestal type water closet (Europian type) with seat and lid, 10litre low level white vitreou china flushing cistern & cp flush bend with fittings & CI brackets, 40mm flush bend, overflow arrangement with special of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors whereever required. Each 5504.3 2 11008.6

17.4 Providing & fixing white vitrous china flat back or wall corner type lipped front urinal basin of 430X260X350 mm and 340X410X265 mm sizes respectively with automatic flushing cistern with standerad flush pipe C.P brass spreaders with brass unions and GI clamps complete including painting of fittings and brackets, cutting and making good the walls and floors whereever required:

85 17.4.1 One urinal bain with 5 litre white P.V.C automatic flushing cistern Each 3723.2 2 7446.4

17.7 Providing and fixing wash basin with C.I brackets, 15 mm cp brass pillar taps, 32 mm cp brass waste of standar pattern, including painting of fittings and brackets, cutting and making good the walls requred:

86 17.7.4 White vitreous china wash basin size 550X 400mm with single 15 mm C.P brass pillar tap Each 2135.8 10 21358

17.1 Providing and fixing stainless steel A ISI 304 (18/8) kitchen sink as per I.S.13983 with C.I. Brackets, stainless steel plug 40mm including painting of fittings and brackets cutting and making good the walls wherever required.

17.10.1 Kitchen sink with drain board

88 17.73 Probviding and fixing PTMT towel rai complete with brakets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour

89 17.73.2 600mm long towel rail with total length of 645 mm, width 78mm and effective height of 88 mm, weighing not less than 190gms 424 1 424

SUB HEAD - II : SOIL,WASTE, VENT & RAIN WATER PIPES

17.35 Providing and fixing soil, waste and vent pipes

90 17.35.1.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 Metre 1022.9 45 46030.5

17.39 Providing and fixing plain bend of required degree.

91 17.39.1.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 Each 346.1 16 5537.6

17.44 Providing and fixing single equal plain junction of required degree :

92 17.44.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 Each 573.5 12 6882

17.56 Providing and fixing terminal guard.

93 17.56.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 Each 399.6 6 2397.6000000000004

17.57A Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe.

17.57A.1 100mm dia

94 17.57A.1.1 SS 304 grade coupling with EPDM rubber gasket Each 406.3 29 11782.7

17.6 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :

17.60.1 100mm inlet and 100mm outlet

95 17.60.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 Each 760.8 13 9890.4

SUB HEAD - III : WATER SUPPLY

18.8 Providing and fixing chlorinated poly vinyl chloride (CPVC) pipes hyaving thermal stability for hot &coldwater supply, including all CPVC plain & brass threaded fitting, including fixing the pipewith clampsat 1 m spacing. This includesjointing of pipes &fittingwith one step CPVC solvent cement and cost ofcutting chases and making good the same including testing ofjoints complete as per direction ofEngineer in Charge.

Concealed work , including Cutting chases and making good the wall etc.

96 18.8.2 20mm nominal outer dia. Pipes. Metre 350.8 90 31572

18.18 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete

97 18.18.3 25mm nominal bore Each 399.2 10 3992

18.9 Providing and fixing chlorinated poly vinyl chloride (CPVC) pipes hyaving thermal stability for hot &coldwater supply, including all CPVC plain & brass threaded fitting, including fixing the pipewith clampsat 1 m spacing. This includesjointing of pipes &fittingwith one step CPVC solvent cement and cost ofcutting chases and making good the same including testing ofjoints complete as per direction ofEngineer in Charge.

97 18.9.3 25 mm nominal outer dia. Pipes( Ground floor ) Metre 294.7 60 17682

98 18.9.4 32 mm nominal outer dia. Pipes(From tube well to tank) Metre 359.1 60 21546

99 18.9.6 50 mm nominal outer dia. Pipes (For ring line on terrace) Metre 730.3 24 17527.199999999997

SUB HEAD - IV : SEWERAGE & DRAINGE SYESTEM

19.4 Providing and fixing square mouth S.W. gully trap grade 'A' complete with C.I. Grating brick masonry chamber with bricks of class designation 75 and water tight C.I. Cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design

19.4 .2 150x100 mm size P type

100 19.4.2.1 With FPS bricks class designation 75 Each 1908.9 16 30542.4

19.7 Constructing brick masonry manhole with 75 class designation bricks in cement mortar 1:4 (1 cement: 4 coarse sand) R.C.C. top slab 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design.

19.7.1 Inside size 90x80 cm and 45 cm deep including CI Cover with frame (light duty as per IS:12592) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg ( weight of cover 23 kg and weight of frame 15 kg)

101 19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 7914 16 126624

19.28 Constructing brick masonry road gully chamber 45x45x77.5 cmwith bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) withprecast R.C.C. vertical grating complete as per standard design

102 19.28.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 4295 12 51540

19.21 Making connection of drain or sewer line with existing manhole including breaking into and manhole good the wakll, floors with cement concrete 1:2:4 mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 Coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc, complete: .

103 19.21.1 For pipe 100 to 250 mm diameter Each 375.9 41 15411.9

SUB HEAD V : RAIN WATER HARVESTING & STORM WATER DRAINS

104 24.5 supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit in the required thickness, for all leads &lifts, all complete as per direction of engineering-in-charge. cum 1188.9 6 7133.400000000001

105 24.6 supplying, filling, spreading & leveling gravels of size range 5 cm to 20cm, in recharge pit in the required thickness, for all leads &lifts, all complete as per direction of engineering-in-charge. cum 1195.6 6 7173.599999999999

106 24.7 supplying, filling, spreading & leveling coarse sand of size range 5 cm to 20cm, in recharge pit in the required thickness, for all leads &lifts, all complete as per direction of engineering-in-charge. cum 1195.6 6 7173.599999999999

19.1 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1cement : 1 fine sand) including testing of joints etc. complete

107 19.1.1 100 mm diameter Meter 280.6 20 5612

108 19.1.2 150 mm diameter Meter 464.3 108 50144.4

SUB HEAD VI: TUBEWELL

CONSTRUCTION OF 150MM X 100MM DIA & 125M DEEP TUBE WELL

1 Boring/drilling bore well of required dia for casing/strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 150 metre depth below ground level. (All types of soil)

109 24.1.1.1 (b) 300mm dia bore from G.L m to 90.0M M 486.8 290 141172

24.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC (UPVC) medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.

111 24.3.2 150 mm nominal size dia M 660.1 30 19803

112 24.3.1 100 mm nominal size dia M 546.1 65 35496.5

24.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC (UPVC) medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

113 24.4.1 100 mm nominal size dia M 573.1 30 17193

24.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per equirement, all complete for borewell of:

24.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.

150 mm dia center guide Nos. 0

100 mm dia center guide Nos. 0

150 mm x 100 mm dia 6mm wall thickness MS reducer No. 0

116 24.15.1 100mm dia & 6mm thick M.S. well shoe plug No. 228.3 1 228.3

117 24.8 Gravel packing in tubewell construction in accordance with IS:4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Cum 1343.2 5.36 7199.552000000001

118 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water sampl &getting tested in approved laboratory, disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. Hrs. 916.8 24 22003.199999999997

Total Amount SOR (B) After Applying GST Impact factor 5.36% 43388.8275872 B

ELECTRIC SOR ITEMS (C)

1.3 Wiring for light point/ fan point/ exhaust fan point with 1.5 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, with modular type switch, modular Plate, suitable size G.I box etc. as required.

1.7 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.

1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire(For Ckt,Power, Boundary light) mtrs. 246 800 196800

1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire(For AC ) mtrs. 309 36 11124

1.7.5 2 X 6 sq. mm + 1 X 6 sq. mm earth wire(From Main DB to Shop DB ) mtrs. 557 45 25065

GI BOX & SWITCH ACCESSORIES

1301 Moduler GI box for 2 module Each 44.78 6 268.68

1302 Moduler GI box for 3 module Each 55.63 17 945.71

1403 S.P 5/6 amps,one way moduler switch ISI marked Each 46.14 18 830.52

1406 S.P 5/6 amps, moduler socket outlet ISI marked Each 85.49 18 1538.82

1409 Stepped type modular fan regulator (2Moduler) Each 298.54 6 1791.2400000000002

1439 25 amps modular type A.C unit set with ON/OFF MCB Each 508.88 6 3053.2799999999997

1440 6 pin 25 amp modular type socket ISI marked Each 169.63 6 1017.78

1.26 supplying and fixing modular Blanking plate on the existing modular plate and switch box excluding modular plate as required. Each 34 67 2278

1.28 supplying and fixing following modular base and cover plate on exhisting modular metal box etc. as required.

1.28.1 1/2 module Each 105 6 630

1.28.2 3 module Each 125 17 2125

1.32 Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or recess including providing and fixing 6 pin, 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular type switch connection, painting etc. as required. (for power ) Each 531 19 10089

2.8 S/F/F Way horizantol Single Pole & neutral, sheet steel, MCB distribution board, 240V on surface/recess, complete with tinned copper busbar,neutral busbar,earth bar, din bar inerconnections, power painted including earthing etc as reqd.(But without MCB/RCCB/Isolator)

2.8.6 8 Way double door (For shop DB ) Each 2591 6 15546

2.9 S/F/F Way horizantol type three Pole & neutral, sheet steel, MCB distribution board, 415V on surface/recess, complete with tinned copper busbar,neutral busbar,earth bar, din bar inerconnections, power painted including earthing etc as reqd.(But without MCB/RCCB/Isolator)

2.9.1 4 (4+12) Way double door (For shop main out side DB ) Each 4184 1 4184

2.9.3 8 (4+24) Way double door (For Cafeteria DB ) Each 6199 1 6199

2.12 Supplying and fixing following rating, 240/415 volts, ‘C’ series, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.12.1 6/32 amps, single pole, Each 237 44 10428

2.13 Supplying and fixing following rating, 240/415 volts, ‘C’ series, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.13.1 6A to 32A, Double pole, Each 667 12 8004

2.13.4 40A to 63A, Four pole, Each 2324 2 4648

1105 10 sq. mm ISI marked, FRLS PVC insulated single core copper conductor cable RM 143.84 2 287.68

FIXTURE AND FITTING

8.15 supply and installation of regular/standard model A.C ceiling fan of 1200 mm sweep with service value (CM/MM) minimum 4.00 air delivery minimum 210 cum/min including wiring the down road of length (upto 30 cm) with 1.5 sq. mm FRLS pvc insulated copper conductor etc as required. Each 2482 6 14892

5.8 Supplying and fixing surface mounted following types LED downlighter with minium efficiency 100lm/w in pressure dia-cast alluminium housing and integrated electronic driver etc directly on ceiling including connections with 1.5 sq mm FRLS PVC insulated copper conductor cable etc as required.

8.18 supply and installation of following sweep sizees PVC/ABS square body exhaust fan with automatic opnable louver shutter in existing opening including making connection, testing etc. as required

8.2 supply and installation of 600 mm 230V A.C wall mounted air circulatior, heavy duty fan including fixing the bracket, making connection, testing, commissioning etc as required. Each 9941 22 218702

6.1.4 9/10 Watt LED lamp Each 161 5 805

6.1.8 20 watt T8 LED polycarbonate tube inbuilt driver Each 353 6 2118

3.2 Earhing wih G.I earth pipe 4.5 meter long ,40 mm dia. Including accessories, and providing masonary enclosure with cover plat having locking arangement and watering pipe etc. with charcoal /cocke and salt as required. Set 6323 2 12646

3.12 supplying and laying earth connection from earth electrode with 6 SWG dai. G.I Wire in 15 mm dia. G.I Pipe from earth eecrode including connection with G.I Thimbe excavation and refiling etc. as required. RM 278 20 5560

CABLE FROM MAIN PANEL TO SHOP MAIN DB

2204 Supply, and instaling of 3.5CX 16 sq. mm XLPE insulated PVC sheathed(HEAVY DUTY) steel armoured electric cable with alluminium conductor ISI marked LT Cables(From panel to sub panel ) mtr. 284.97 90 25647.300000000003

2203 DSR Alluminium lugs for 16 sq. mm cable Each 4 8 32

7.3 Laying of one number PVC sheated/XLPE power cable of 1.1KV grade of following size direct in ground including excavation,and refilling the trench/pipe etc. excluding sand cushoining and protecting covering

CAMPUS ELCTRICAL

POLE,GATE AND BOUNDARY LIGHT

8.21 4 metre height octagonal hot-dip galvanised street light poles with top dia. (A/F) 70 mm and bottom dia. (A/F) 130 mm and made of 3mm thick sheet, base plate diamension 220X220X12 mm, small door opening for junction box mounting including 6A "C" series SP MCB, connector, and suitable size foundation bolts with template as required.(but without pole foundation)

8.21.1 Single arm, 1000 mm Each 19292 5 96460

8.22 6 metre height octagonal hot-dip galvanised street light poles with top dia. (A/F) 70 mm and bottom dia. (A/F) 130 mm and made of 3mm thick sheet, base plate diamension 220X220X12 mm, small door opening for junction box mounting including 6A "C" series SP MCB, connector, and suitable size foundation bolts with template as required.(but without pole foundation)

8.22.1 Single arm, 1000 mm Each 24982 2 49964

8.22.2 Double arm, 1000 mm Each 26191 4 104764

5.15 Supplying and fixing following types LED street light with minimum efficiency 100 lm/in dia. cast aluminium housing, toughend glass, IP 66 protection and complete with electronic driver etc. on pole/building including connection earthing the body etc. as required.

9.16 Providing and making of following sizes octagonal street light pole foundation in reinforced cement concrete 1:1.5:3 (1 cement :1.5 coares sand : 3 graded stone aggreate 20 mm normal size ) of specified size including PVC conduit, from work, curing, raiforcement, excavation and refilling etc. as required.

9.16.1 For 4 metre pole (500mmX500mmX1000mm) Each 3305 5 16525

9.16.2 For 6/7 metre pole (500mmX500mmX1400mm) Each 4398 6 26388

7.7 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with alluminium conductor for working voltage upto 1.1 kv as required.

7.7.5 16 sq. mm 2 core Metre 205 250 51250

5.12 Supplying and fixing post top/ grden light (width 200 mm) made up of high grade unbreakable polycarbonate material suitable for upto 7 watt LED lamp including connections and earthing the body etc. as required (But without lamp) Each 1114 18 20052

5.13 Supplying and fixing post top/ gate light (width 250/300 mm) made up of high grade unbreakable polycarbonate material suitable for upto 20 watt LED lamp including connections and earthing the body etc. as required (But without lamp) Each 1399 2 2798

6.1 Supplying and fixing following types lamp in the existing electrical fitting/fixture etc. as required.

6.1.3 7 Watt LED lamp Each 146 18 2628

6.1.7 20 Watt LED lamp Each 267 2 534

1201 20 mm dia. ISI marked, PVC conduit mtr. 28.5 150 4275

1216 20 mm iron/staple/saddles/screws Each 10.86 600 6516

1222 20 mm PVC junction box, two way Each 25.78 20 515.6

1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire(For Boundary and gate Light Ckt. ) mtrs. 246 175 43050

9.15 Supplying and laying of following size DWC HDPE pipeISI marked along with all accessories like socket, bend.couplers etc. conforming to IS 14930, part II complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground level ) including excavation and refilling the trench but excluding stand cushioning and protective covering etc. complete as required. in the existing trench, complete as required.

9.15.1 63 mm dia. (OD - 63 mm & ID 51 mm nominal )(For pole light) Metre 202 250 50500

1103 4.0 sq. mm ISI marked, FRLS PVC insulated single core copper conductor cable(For loop pole body earth) Metre 56.99 250 14247.5

2.4 providing and fixing following rating and breaking capacity MCCB in existing cubicale panel board including drilling holes cubicle panel, making connections etc. As required.

2.4.1 100A, 30KA FP MCCB Each 8172 1 8172

2.7 providing and fixing following capacity four pole ON-LOAD/Panel mounted changeover switchs inside the exsiting cubicle panel board including drilling holes in cubicle panel, making connections etc. as required (but without bus bar copper strip)

2.7.3 100A four pole Each 9334 1 9334

1824 S/F of copper strip for bus bar chamber in exist cubical pannel(20X3mm 0.533kg/mtr.) Kg 830.48 4 3321.92

8.11 supplying and fixing wall/floor mounted cubical panel board,febricated with 16 gauge iron sheet, suitable for panel mounted switch disconecter including bus bar chamber, insulator and painting etc. As required sq.ft 1809 9 16281

8.13 Supply and fixing digital multimeter, three phase with CT coil and RYB pilot lamp in the existing cubical panel board including drilling holes in the panel board, making connection etc. As required. each 6536 1 6536

1102 2.5 sq mm mm ISI marked,FRLS PVC insulated single core copper conductor cable mtr. 38 12 456

1105 10 sq mm mm ISI marked,FRLS PVC insulated single core copper conductor cable mtr. 143.84 16 2301.44

2.13 Supplying and fixing following rating, double pole 240/415 volts, ‘C’ series, isolator suitable for inductive loads of following in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.13.1 6A to 32A DP (panel outgoing) Each 667 6 4002

2.13.4 40A to 63A FP (panel outgoing) Each 2324 3 6972

HORTICULTURE AND LANDSCAPING

1 23.1 Trenching in ordinary soil upto a depth of 60 cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge of/and manure before and after flooding trench with water (encluding cost of importedearth,sludge or manure). cum 44.7 220 9834

2 23.2 Supplying and stacking of good earth at site including royalty but excluding carriage (earth measusred in stacks will be reduced by 20% for payment). cum 143.5 180 25830

3 23.3 Supplying and stacking sludge at site in icludung royalty & all lead and lift etc· (sludge measured in stacks will be reduced by 8% for payment) cum 282.6 60 16956

23.4 Supplying and stacking a' site dump manure from approved source, excluding carriage (manure measured in stacks will be reduced by 8% for payment)

23.4.3 Screened through sieve of l.S. designation 4.75 mm cum 315.8 220 69476

5 23.5 Rough dressing the trenched ground including breaking clods. 100SQM 85.9 60 5154

6 23.6 Uprooting weeds form the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. 100SQM 283.6 260 73736

7 23.7 Fine dressing the ground 100SQM 208.8 40 8352

8 23.8 Spreading of sludge, dump manure or/and good earth in required thickness (Cost of sludge, dump manure or/and good earth to be paid separately). cum 30.1 480 14448

9 23.9 Mixing earth and sjudge or manure in porportion specified or directed. cum 20.9 220 4598

23.1 Grassing with 'Doob' grass including watering and maintenance of the lawn for 30 days or more tili the grass forms a thick lawn free form weeds and fit for mowing including supplying good earth if needed. 220

10 23.10.3 In rows 5cm apart in either direction 100sqm 1027.4 1.6 1643.8400000000001

11 23.11 Renovating lawns including weeding.cheeling the grass,forking the ground, top dressing with sludge or manure,mixing the same with forked soil,watering and maintaining the lawn for 30 days or more till the grass forms a thich lawn free from weeds and fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or manure. 100SQM 1964.1 2 3928.2

12 23.13 Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%). flooding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as drected, within a lead of 50 m lift upto 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). cum 126.9 40 5076

23.14 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2;1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water,dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately):

13 23.14.1 Holes 1.2 m dia, And 1.2 m deep. each 536.5 60 32190

14 23.14.2 Holes 60 cm ciia. And 60 cm deep. each 69.3 10 693

15 23.201 Filling mixture of earth and sludge or manure in the deisired proportion in trenches, flooding with water and levelling (cost of supplying earth and sludge nr manure and mixing excluded). cum 10.3 240 2472

Total BCD SOR Applying GST @5.36% 14707.145344000002

i Materials should be offered strictly conforming to specification.the deviationsin specification,if any,should be clearly indicated by supplier in the quotation.

ii all item should conform to government/statutory regulations with regard to safety,handling & environment as applicable.

iii The height of the plants will be measured from top of the pots.

iv Plants should be full of fresh and healthy foliage,should be free from insect,pest/disease & showing healthy/vigorous growth.

v The plants should be well settled and should not be newly shifted.

vi The plants should be true to the variety and named variety should be tagged.

vii The plants should be well stablishedand good spread.

viii Good earth and manure used for filling the pot/poly bag free from any inert material and mixed to proper ratio.

ix Pot/poly bag used for filling the plants should be proper size good quality not damaged.

x The flowering plants should also have proper flowering and should be true to the variety.

xi All plants should have the tendency of growth and should not be stunted type.

xii Maintainence operation for all landscape area will be for period of 2 years after handling over the site,which will include all costs including labour for all garden operations mentioned works & cost of replacing saplings due to mortality, manure,fertilizer as applicable.

TREES – QTY AS PER KOTWA LANDSCAPE DRAWING

1 DSR-7.7 Bauhinia variegata (Kachnar) each 80 2 160

2 DSR-8.54 Nyctanthes arbortristis (Harshringar) each 40 4 160

3 DSR-7.16 Cassia fistula (Amaltas) each 65 2 130

4 DSR-7.13 Butea frondosa / Butea monosperma (Flame of Forest) each 55 2 110

6 DSR-7.82 Spathodea campanulata (African Tulip Tree) each 75 2 150

7 DSR-7.80 Saraca indica / Saraca asoca (Sita Ashok) each 80 11 880

8 DSR-7.24 Delonix regia (Gulmohar) each 60 4 240

10 DSR-7.50 Lagerstroemia speciosa / L. flosreginae (Pride of India) each 120 3 360

11 DSR-8.47 Murraya koenigii (Curry leaf / Meetha Neem) each 25 4 100

12 NSI Gmelina arborea – exact item not found in DSR Horticulture 2020 each 0 2 0

13 DSR-7.48 Jacaranda mimosifolia each 60 7 420

SHRUBS / SCENTED–NON SCENTED SHRUBS – QTY AS PER DRAWING

1 DSR-8.30 Gardenia jasminoides (Jasmine/Gandhraj) each 50 4 200

2 DSR-5.33 Golden Bottle Brush each 973.75 6 5842.5

4 DSR-8.72 Tecoma stans (Trumpet Flower) each 120 3 360

5 DSR-8.43 Lagerstroemia indica (Savni / Crape Myrtle) each 40 2 80

6 DSR-7.72 Plumeria rubra / Plumeria 'Calcutta Star' each 400 10 4000

8 DSR-8.39 Hibiscus variegated / Hibiscus rosa-sinensis variegated each 180 4 720

9 DSR-9.13 Campsis grandiflora (Orange Trumpet Vine) – mapped to Tecoma grandiflora DSR item each 40 20 800

12 DSR-9.4 Bougainvillea 'Mary Palmer' (Paper Flower) each 40 8 320

14 DSR-Hort 2025-9.17 Mandevilla amabilis – latest DSR Horticulture equivalent each 125.2 4 500.8

15 DSR-8.53 Nerium oleander / Oleander Red (Kaner) each 60 8 480

16 DSR-4.90 Bush Rose / Rosa (Rose variegated) each 25.65 8 205.2

FLOWER BEDS (SEASONAL / EVERGREEN) – QTY AS PER DRAWING

1 DSR-4.32 Pelargonium / Geranium each 134.3 25 3357.5000000000005

2 DSR-4.26 Bellis perennis (Daisy) each 43.05 20 861

3 DSR-10161 Verbena officinalis / Verbena each 63 15 945

4 DSR-6.11 Daniella variegated / Dianella variegated (Flax Lily) each 30 20 600

6 DSR-4.31 Gazania regens / Gazania hybrid each 64.6 20 1292

7 DSR-4.63 Salvia officinalis / Salvia (Kitchen Sage) each 54.35 10 543.5

8 DSR-4.40 Tagetes erecta / Marigold each 64.6 20 1292

10 DSR-4.13 Chrysanthemum indicum / Chrysanthemum single each 129.15 30 3874.5

11 DSR-9.2 Allamanda blanchetti – mapped to Allamanda violacea each 45 20 900

12 DSR-4.29 Dianthus each 54.35 20 1087

13 DSR-4.86 Zinnia / Zinnia hybrid each 43.05 10 430.5

GRASS – DRAWING SHOWS TYPE; AREA QTY RETAINED FROM ORIGINAL ESTIMATE

1 DSR-2.33 Zoysia tenuifolia (Mexican Grass) 1 SQM 214.4 220 47168

2 DSR-2.34 Cynodon dactylon (Doob Grass) 1 SQM 87.5 220 19250

Seigniorage Fee 134872.83000000002

TOURISM DEVELOPMENT OF KOTWA DEVI MAI TEMPLE LOCATED IN KOTWA BLOCK, EAST CHAMPARAN DISTRICT.

S.No SOR Code Description Unit Quantity Total Amount

CIVIL SOR ITEMS (A)

CIVIL NSR ITEMS (A')

1 NSR-1 Providing and applying concrete wood grain & leaf textured finish on plastered surface using approved cement-based texture compound and specialized wood-grain rollers and moulds, including surface cleaning, application of bonding coat, texture application, imprinting of wood grain pattern, curing, colouring in wood shades and application of exterior-grade clear protective coating, complete as per drawings and direction of Engineer-in-Charge. Sqm 224.211

2 NSR-1 Providing and fixing A1 Fencing 358 anti climb nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Sqm 357

3 NSR-2 Providing and laying Cobble stone 50 mm thick of 125 mm x 125 mm size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge Sqm

4 NSR-3 Providing and fixing vertically anodized Casement systems Aluminum works for Fix window of TOSTEM make. The extruded aluminum sections should be made from Grade 6063, & Anodized with Texguard coating , silicon coated to suit marine atmosphere. All profiles should be non insulated Profiles. Corner connection will be Butt joint with Screw using Nano gaskets for sealing and silicon filling in any joint will not be acceptable. All other major Accessories should also be from the same manufacturer. All materials which are used should be corrosion-resistant so that they are good functioning in different environments and that there are no negative influences either on the aluminum or on the surface treatment. The system should allow the application of glazing or panels with thickness up to 8mm.Frame width shall be 72 mm with +/= 2mm maximum tolerance. The external perimeter of aluminium sections should be Anodized with Texguard coating, System should qualify Airtightness ASTM E283: 10.7m3/h.m2 at 75Pa, Water tightness ASTM E300: 240 Pa, Wind load resistance ASTM E330: 1600 Pa. System should have a 10-year warranty on properties, functionality and design, within restrictions defined by technical specifications & anodizing . Windows must be designed at 1.5 times of recommended wind load of 1.6Kpa for which Test certificates must be submitted along with offer. Window performance must be warranted against above mentioned parameters by the manufacturer. Extruder of profiles and the manufacturer of windows must be one and the same. Sqm 45.55

5 NSR-4 Providing and fixing lockable openable system Aluminum works for openable doors applications of TOSTEM make . The extruded aluminium sections should be made from Grade 6063 & Anodized with Texguard coating , silicon coated to suit marine atmosphere . All profiles should be Non insulated Profiles. Corner connection will be Butt joint with Screw using Nano gaskets for sealing. All other major accessories should also be made by the same manufacturer. All panels will have no visible hinge or connecting hardware and shall not be connected on any side of the outer frame . The outer frame Depth will be 72 mm. All materials which are used should be corrosion-resistant so that they are good functioning in different environments and that there are no negative influences either on the aluminium or on the surface treatment.. The system should allow the application of glazing or panels with thickness up to 8mm. System should have a 10-year warranty on properties, functionality and design, within restrictions defined by technical specifications of anodizing & 1-year warranty on wearing parts only applies to normal and realistically foreseeable use. Sqm 32.265

6 NSR-5 Providing and fixing lockable openable system Aluminum works for openable doors applications of TOSTEM make . The extruded aluminium sections should be made from Grade 6063 & Anodized with Texguard coating , silicon coated to suit marine atmosphere . All profiles should be Non insulated Profiles. Corner connection will be Butt joint with Screw using Nano gaskets for sealing. All other major accessories should also be made by the same manufacturer. All panels will have no visible hinge or connecting hardware and shall not be connected on any side of the outer frame . The outer frame Depth will be 72 mm. All materials which are used should be corrosion-resistant so that they are good functioning in different environments and that there are no negative influences either on the aluminium or on the surface treatment.. The system should allow the application of glazing or panels with thickness up to 8mm. System should have a 10-year warranty on properties, functionality and design, within restrictions defined by technical specifications of anodizing & 1-year warranty on wearing parts only applies to normal and realistically foreseeable use. Sqm 2.16

NS-6 Providing, fabricating, supplying and fixing decorative Butterfly Sculpture of overall size approx. 1500 mm wide × 1000 mm high and average 250 mm thickness, made out of CYFOREX and finished on all visible surfaces with coloured glazed tile mosaic in Yellow, Black, Brown, White and Blue, strictly as per approved drawing, including cutting/shaping of mosaic pieces, adhesive, joint finishing, curved edges and smooth surface finishing complete. The butterfly shall be supported on 50 mm dia MS pipe, with approx. 750 mm exposed support height, finished with approved PU coating, and provided with 3 mm thick, 200 × 200 mm MS sheet/base plate, including cutting, welding, grinding, fabrication and fixing. The support shall be securely installed in the foundation/pit arrangement of approx. 400 mm width × 500 mm depth, as shown in the drawing, including excavation, positioning, alignment, anchoring/fixing and making good the surrounding surface. Rate shall include all materials, CYFOREX body, coloured glazed mosaic tiles, adhesives, MS, fabrication, welding, PU coating, fixing arrangement, labour, transportation, and finish, complete in all respect as directed by Engineer-in-Charge. Each Job 2

NS-7 Providing and laying 18 mm thick machine-cut, mirror-polished Green Bidasar Stone flooring of approved shade, colour, texture and quality, in required design and pattern, including linear, curved and intricately cut portions as shown in approved drawing, laid over 20 mm average thick cement mortar 1:4 (1 cement : 4 coarse sand), with cement slurry @ 4.4 kg/sqm, jointed with white/grey cement slurry admixed with matching pigment, including necessary cutting, edge dressing, shaping around decorative motifs, borders, columns and other adjoining finishes, rubbing, curing and final polishing to obtain a uniform smooth glossy finish, complete in all respects as per approved sample, drawing and direction of Engineer-in-Charge. Sqm 8.6

NS-8 Providing and fixing Decorative Pattern Brown Jalore Granite cobble stone blocks of size 150 × 150 × 75 mm, machine/hand cut to required size, top surface dressed/finished as per approved sample, laid in required linear, circular and curvilinear decorative pattern as shown in architectural drawing, over 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), with approximately 10 mm wide joints filled with cement mortar and neatly ruled/finished, including cutting at curved junctions, matching, alignment, levelling, curing, wastage and all labour, materials and T&P complete as directed by Engineer-in-Charge. Sqm 198

NS-9 Providing and laying 40 mm thick decoreative pattern machine/fine dressed Khatu Teak Rainbow Sandstone of size 150 × 300 mm, approved colour, shade and texture, in required straight/curved decorative pattern , over 20 mm average thick cement mortar 1:5 (1 cement : 5 coarse sand), including cutting and dressing to required size, sorting for uniform shade/pattern, laying, jointing and pointing with cement mortar 1:2 (1 cement : 2 stone dust) mixed with matching pigment, alignment, levelling, curing, cleaning and complete finishing, all complete as per approved sample, drawing and direction of Engineer-in-Charge. Sqm 6.9

NS-10 Providing and laying Decorative Pattern 18 mm thick machine-cut and polished Black Kadappa Stone in required decorative/geometrical pattern, including curved and intricate cuts, over 20 mm average thick CM 1:4, cement slurry, matching pigment, rubbing, polishing, edge finishing and all cutting/wastage complete as per approved architectural drawing and direction of Engineer-in-Charge. Sqm 97.408

NS-11 Providing, supplying and fixing 3-seater decorative cast iron bench with back, complete as per approved drawing, comprising ornamental cast iron side frames/legs with floral design, each side weighing not less than 35 kg, finished with metal primer and two coats of high-gloss enamel paint in approved Olive Green shade, and 12 Nos. seasoned Sal wood panels of size 1500 × 70 × 20 mm for seat and back rest, properly dressed, sanded and finished with exterior-grade wood polish/PU coating. Including all nuts, bolts, fixtures, fabrication, assembly, anchoring, transportation, labour and complete finishing as per approved drawing and direction of Engineer-in-Charge. Each 8

Total Amount Civil NSR Item

PHE NSR ITEMS (B')

SUB HEAD - I : SANITARY WORK

1 MR-1 Providing & Fixing Glass body liquid soap dispenser(Make : Kohler, Model no.10712D-CP Jaquar cat no. ACN-CHR-1135N or equivalent make of Hindware etc.) with simple push lever fitted with liquid soap (one time) including cutting and making good the walls, wherever required. Each 8

2 MR-2 Providing & fixing of CP brass pressmatic self closing pillar tap (Hindware cat. No. F310001ACP/ Jaquar cat no.PRS-031 / or approved equivalent ) as per direction of Engineer-Incharge. Each 12

Providing and fixing C.P brass bib taps long body of Kohler Cat No. 16093IN-4-CP / Hindware Cat. No.: F200011FT / Jaquar cat no.Con - 107KN or approved equivalent) including cutting and making good the walls wherever required complete to the satisfaction of Engineer in charge.

3 MR-3 15mm dia Each 8

4 MR-4 Providing and fixing 40mm dia SS Bottle Trap (Jaquar cat no. ALD-CHR-770 / Hindware F850016 or approved equivalent) and other ancillary fittings, cutting and making good the walls wherever required complete as per directions of Engineer-Incharge. Each 12

5 MR-5 Providing & fixing C.P. hand spray with lever control (health faucet) of ( Kohler cat no. 12927IN-CP / Hindware F160001 / Jaquar cat no. ALD-CHR-585 or approved equivalent) and flexible hose 1 m/1.2m long connection with C.P. holder for hand spray complete in all respects as per direction of Engineer-Incharge. Each 2

6 MR-7 Providing & Fixing of 15 mm dia angle valve of ( Kohler cat no. 80155IN-4-CP / Hindware cat no. F280004 / Jaquar cat no. FLR-5053N or approved equivalent) with C.P. brass wall flange with any other items complete including unplasticised PVC connection pipe with brass unions of 45cm length & 15mm nominal bore complete in all respect. Each 22

7 MR-8 Providing and fixing push fit type WC pan connector ( Kohler Cat No.1036902 / Mcalpine Cat no. MAC - 1 or approved equivalent) with high quality polypropylene plastic with rubber sealing washer. The internal rubber gasket in EASI-fit pan connectors and extremely water tighsupplied spring loaded seal guard. single mould sealing fins made of flexible EVA body, including bush/adaptor. complete in all respect. Each 6

8 MR-9 Suppliying and fixing of wall shower length (30 cm -45 cm) high grade brass stainlesssteel 304 shower Each 1

SUB HEAD - II : SOIL,WASTE, VENT & RAIN WATER PIPES

9 MR-10 Providing and fixing G.I reducer/hopper/elbow (Floor Drain) of 100 x 50mm, complete as per instructions of the Engineer in charge.(grating and G.I pipe to be paid separately) Each 13

10 MR-11 Providing and fixing 100mm dia G.I. inlet fitting consisting of 100mm dia main G.I pipe with multiple G.I. sockets (Inlets) of required diameter welded to it (as per site requirement) and fixing the same to C.I trap and setting in cement concrete, complete as per instructions of the Engineer in charge. Each 6

Providing and fixing Heavy class SS grating with Anti Cockroach Floor Trap of approved design including setting in floor with cement motor to match with floor finish as per direction of Engineer-Incharge.

11 MR-12 Size 125 mm Each 15

SUB HEAD - III : WATER SUPPLY

12 MR-13 Providing & fixing 2000 leters 100% VERGIN FOOD-GRADE PLASTIC(HDPE or PVC) phthalate and lead free 5 layer outer uv stabilized, middle foam layer(for thermal insulation) and inner antimicrobial layer (e.g active silver tech.) 100% uv stabized and fading under direct sunlight water tank. Each 4

13 Providing & fixing Auto Air vent for cold water supply risers, suitable for pressure not less than 15 Kg/Sq.cm.

MR-14 15 mm dia Each 6

SUB HEAD - IV : SEWERAGE & DRAINGE SYESTEM

SUB HEAD VI: TUBEWELL

CONSTRUCTION OF 150MM X 100MM DIA & 125M DEEP TUBE WELL

14 N.S.1 Supplying all materials and labours for arrangement for additional water required during the drilling period for 70 Hrs & site clearance & leveling etc. And providing the soap duster etc. to staff engaged in drilling etc. all complete work as per specification & direction of E.I. No. 1

15 N.S.2 Supply,Installation, testing & Commissioning of suitable capacity and type of submersible pump set capable to discharge 20,000 ltrs. of clean filtered water from a 250 mm x 150 mm deep tubewell at a total head of 30 meter, complete with control panel,24 Metres of suitable size G.I. column pipe, bend, gate valve nipple supporting clamp, 30 Metres of neoprene cable etc. complete as required. (payment will be made as per actual voucher/receipt submiited by contrcator.) No. 1

ELECTRIC NSR ITEMS (C')

16 NSR-E1 12007-300 - 3m Minar Lighting Pole3000mm Minar pole made of circular mild steel pipe of two section (grade YST 210) Bottom section139.7mmDia x 3.6mm thick with 744mm Height & Top section 76.1mm Dia x 2.6mm thick with 2244mmHeight with 2nos. of Mild steel circular mini disc 140mm Dia intervening the pole. Pole section welded bycertified welders using high end MIG welding processes. PDC aluminium service door 348mm height x110mm width shall be provided with the company logo embossed on the bottom of the door & vandalresistant Loss proof screw. The control gear tray is prewired with 2.5 Sq.mm cable, 6A SP MCB and 32ARamanuj stud type 4 way terminal block for loop-in / loop-out arrangement, 5A 2 Way terminal connector andprovision for earthing. Any other internal cables and connections shall not be covered in the scope ofsupply. Mild steel mounting plate 200mm Square x 12mm thick Steel of grade E250 to IS 2062 : 2011with 4 elongated holes 38 x 19 to suit M16 x 300mm bolts of grade 4.6 at CC140. The base plate have aCable Entry hole as per the base pipe size. This mounting steel plate along with foundation bolts ofsuitable size to be used for ensuring firm grouting into the specially designed foundation. All dimensionare within +/- 5% tolerance. After fabrication, entire pole is shot blasted (Inhouse). The pole is coatedwith pure polyester powder coating or epoxy zinc phosphate primer and finished using environmentallystable polyurethane based paint (coating thickness 60-80 microns). The Pole shall be provided withGraphite grey / Anthracite grey / Black as standard colour options. Each 47

17 NSR-E2 Providing, supplying, installing, testing and commissioning of 50W LED Post Top Luminaire, K-Lite “Dynasty”, ID 4506 or approved equivalent, with Type-III asymmetrical light distribution, gravity die-cast aluminium housing/supporting arms and base suitable for Ø60 mm OD pole mounting, polycarbonate optical lens and stainless steel external screws. Luminaire shall be IP65, IK09, polyester powder coated in approved shade, with LED module of CRI >70, life ≥72,000 hours, CCT 3000K/4000K/5700K, complete with electronic driver suitable for 240V, 50Hz AC supply, PF >0.95, THD <10% and 6kV surge protection. Approx. size: 445 × 445 × 741 mm. Complete with all mounting accessories, wiring, testing and commissioning as directed by Engineer-in-Charge. Each 47

18 NSR-E3 Providing, supplying, installing, testing and commissioning of 16W LED Bollard Luminaire, K-Lite “Vajra”, ID 24841 or approved equivalent, surface-mounted type with symmetrical light distribution, made of extruded aluminium alloy Grade 6063 and pressure die-cast aluminium housing with clear polycarbonate diffuser and stainless steel external fasteners. Luminaire shall be IP65, IK08, pure polyester powder coated in approved RAL/graphite grey shade, complete with 16W LED module having CRI >80, life ≥60,000 hours, CCT 2700K/3000K/4000K/5700K, prewired LED driver suitable for 240V, 50Hz AC supply, PF >0.95, THD <10% and 3kV surge protection. Complete with die-cast aluminium mounting plate, foundation bolts, cable gland and all accessories required for fixing and commissioning. Approx. luminaire size: 166 mm dia × 970 mm height. CE & BIS certified. Each 50