03. TOURISM DEVELOPMENT OF BABA GARIB NATH CORRIDOR IN MUZAFFARPUR DISTRICT (PHASE-01).

BIHAR STATE TOURISM DEVELOPMENT CORPORATION LIMITED

Technical Sheet

Name of Work TOURISM DEVELOPMENT OF BABA GARIB NATH CORRIDOR IN MUZAFFARPUR DISTRICT (PHASE-01) Cost of Work as per BOQ(Rs in Lakhs) 480.67072 Time of Completion in months 12 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount 61930000 Date of Sanction 2026-07-24T00:00:00Z 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) 10.08 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 )

Earth Work cum 60.975 Value to be entered in unit cum

Brick Work cum 31986.59581 Value to be entered in unit cum

Electrical Works Rs. 5516606.75 Value to be entered in Rs.

PHE Work Rs. 645760.25 Value to be entered in Rs.

PCC&RCC cum 80.88331125 Value to be entered in unit cum

Steel MT 13.160591 Value to be entered in KG

Flooring Work. (Any Stone, Granite, Kota, Sand Stone etc.) sqm 16.58 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 BABA GARIB NATH CORRIDOR IN MUZAFFARPUR DISTRICT (PHASE-01)

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-03

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.) 16972772

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

TOTAL AMOUNT Rs. 48067072

TOURISM DEVELOPMENT OF BABA GARIB NATH CORRIDOR IN MUZAFFARPUR DISTRICT (PHASE-01)

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

Sl. No. SOR-2022, BSR 2020 DESCRIPTION UNIT QUANTITY RATE Amount

A 2 EARTH WORKS

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.

2.6.1 All kinds of soil. Cum 65.735 314.9 20699.9515

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

2.27.1 All kinds of soil cum 28.875 49.4 1426.425

3 2.18 Close timbering over areas including strutting, shoring and packing, cavities (wherever required) etc. complete. (Measurement to be taken of the face area timbered):

2.18.2 Depth exceeding 1.5m but not exceeding 3m. cum 28.875 116.5 3363.9375

4 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead. Cum 21.07 123.9 2610.5730000000003

5 2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum 24.092499999999998 287.3 6921.77525

6 2.32 Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 100sqm 2.04 697.4 1422.696

7 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, Sqm 54.71 283.3 15499.343

8 2.8 Earth work in excavation in foundation trenches or drains(not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m

2.8.1 All kinds of soil. Cum 27.34 360.7 9861.538

9 2.1 Excavating trenches of required width for pipes cables, etc, including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m.

2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia m 26.36 391.7 10325.212

B 4 CONCRETE WORKS

10 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

4.1.3 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cum 2.06 3998.1 8236.086

4.1.8 1.4.8 (1 Cement :4 coarse sand :8 graded stone agregate 40 mm nominal size) Cum 12.17 2975.2 36208.184

11 4.3 Centring and shuttering including strutting,propping etc. and removal or form work for

4.3.1 Foundations,footings, bases Columns Sqm 22.45 211.1 4739.195

12 4.2 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters,columns,piers, butments,pillars, post.struts, buttresses, string or lacing courses,parapets, coping,bed blocks, anchor blocks, plin window sills, fillets etc. upt floor five level excluding the cost of centring,shuttering and finishing:

4.2.3 1:2:4 (1 Cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) Cum 0.82 5128.3 4205.206

13 4.11 Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size) Sqm 10.24 245.6 2514.944

14 4.13 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. Sqm 10.24 143.7 1471.4879999999998

15 4.17 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth Sqm 20.45 436.6 8928.47

C 5 REINFORCED CEMENT CONCRETE WORK

16 5.9 Centering and shuttering including strutting, propping etc. and removal of form for

i 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 47.22 211.6 9991.751999999999

ii 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm 419.65 375.1 157410.715

iii 5.9.3 Suspended floors, roots, landings, balcnies and access platform Sqm 77.47 437.5 33893.125

iv 5.9.4 Shelves (Cast in situ) Sqm 1.69 437.5 739.375

v 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. Sqm 83.64999999999999 404.7 33853.155

vi 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts Sqm 29.21 494.4 14441.423999999999

vii 5.9.15 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like Sqm 5.35 224.2 1199.4699999999998

viii 5.9.16 Edges of slabs and breaks in floors and walls

ix 5.9.16.1 Under 20 cm wide metre 80.36 130.2 10462.872

17 5.11 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured).

5.11.1 Suspended floors, roofs, landings, beams and balconies (Plan area to be measured)

18 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. kg 6698.24 94.5 632983.6799999999

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. kg 5601.18 92.6 518669.268

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. kg 4269.29 90.8 387651.532

5.22.7D Thermo-Mechanically Treated bars TMT Fe-500-16mm dia. kg 541.3000000000001 91.7 49637.21000000001

5.22.7E Thermo-Mechanically Treated bars TMT Fe-500-20mm dia. kg 1557.62 91.7 142833.754

19 5.33a Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete

5.33a.1 All work upto plinth level Cum 2.99 4756.9 14223.131

5.33a.2 All works above plinth level upto floor V level

5.33a.2.1 Walls columns, pillars, posts cind struts Cum 1.44 5293.5 7622.639999999999

5.33a.2.2 Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. Cum 10.22625 5677.2 58056.4665

20 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 upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 27.470000000000002 5063.4 139091.598

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 43.430400000000006 5863.2 254641.12128000002

21 5.35 Add for using extra cement in the items of design mix over and above the specified cement content there in. qtl 66.72 609.3 40652.496

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

5.9.5 Lintels, beams, plinth beams, griders, bressumers and cantilevers. sqm 0 0 0

22 6.1A Brick work with bricks of class designation 100A in foundations and plinth in :

i 6.1.12/1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 18.83 5017.9 94487.05699999999

23 6.3A Extra for Brick work in superstructure above plinth level upto floor V Cum 17.189999999999998 842.2 14477.418

24 6.18A Half brick masonry with bricks of class designation 100A in foundations and plinth in :

i 6.18.4A Cement mortar 1:4 (1 cement: 4 coarse send) Sqm 84.59 599.3 50694.787

25 6.19A Extra for half Brick masonry in superstructure above pinth level upto floor V level. Sqm 84.59 89.7 7587.723000000001

26 6.21A Extra for providing and placing in position 2 Nos, 6 mm dia , MS barsat every third course of half brick masonry (with F. P. S. bricks) Sqm 84.59 113.6 9609.423999999999

27 6.1C Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in :

6.1.14C Cement mortar 1:6(1 cement:6 coarse sand) cum 19.931125 4923 98120.928375

E 8 MARBLE & GRANITE WORK

28 8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels

a) 8.2.2 Granite of any colour and shade

i 8.2.2.2 Area of slab over 0.50 sqm Sqm 2.58 4401.2 11355.096

29 8.3 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.

30 8.4 Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 4.9 279.4 1369.06

31 8.5 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. Each 6 428.2 2569.2

STONE WORK DRY CLADDING

32 8.2 Providing and fixing dry cladding upto 10 metre height with 30 mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately).

8.20.1 Red sand stone - 30 mm thick gang saw cut stone Sqm 361.08000000000004 1778.6 642216.888

33 8.21 Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300 mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineer-in-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in-charge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid). kg 1805.4 151.9 274240.26

34 8.22 Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gram), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge. Each 1444 265 382660

F 9 WOOD & PVC WORK

35 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 or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).

i 9.1.1 Second class teak wood Cum 0.09 120526.6 10847.394

36 9.21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type,core of block board construction with frame of 1 st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:

i 9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws Sqm 4.41 1775.3 7829.073

37 9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (overall area of door shutter to be measured) Sqm 4.41 401.4 1770.174

38 9.4 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete:

a) 9.40.1 2nd class teak wood

39 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.

i 9.48.1 Fixed to steel windows by welding kg 73.13 144.5 10567.285

40 9.53 Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts,nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Each 66 130.8 8632.800000000001

41 9.127 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.

42 9.84 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. Each 11 810.1 8911.1

43 9.96 Providing and fixing aluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:

44 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ), transparent or dyed to required colour or shade, with necessary screws etc. complete:

45 9.1 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:

46 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete

i 9.101.1 Single rubber stopper Each 2 34 68

47 9.117 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer-in-charge

i 9.117.2 Extruded section profile size 42x50 mm metre 44.19 251.8 11127.042

48 9.118 Providing and fixing to existing door frames.

i 9.118.2 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-incharge. Sqm 13.42 1846.9 24785.398

49 9.147 A Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance

i 9.147A.1 Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glass pane glazing bead of appropriate dimension. (Area of window upto 0.75 sqm.) Sqm 4.05 12556.5 50853.825

ii 9.147A.4 Casement window single panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series)frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 0.75 sqm.) Sqm 1.8 9690.9 17443.62

G 10 STEEL WORK

50 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required

i 10.32.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works kg 4121.5160000000005 114.6 472325.73360000004

51 10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same withnecessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). kg 3826.7760000000003 546.8 2092481.1168

H 11 FLOORING WORK

52 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, Sqm 39.46 283.3 11179.018

53 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)

54 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. Sqm 103.48 795 82266.6

11.41A Providing and laying Vitrified tiles in floor in different sizes {thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only.Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.

11.41A.3 Glazed Vitrified tiles Matt/ Antiskid finish of size

56 11.31 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. m 4.2 82.9 348.18000000000006

57 11.32 Extra for Kota stone / sand stone in treads of steps and risers using single up to 1.05 metre.length Sqm 2 18.1 36.2

58 12.38.1 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement:2 coarse sand:4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement::3 coarse sand)as per standard design. In 75x75 mm deep chase Sqm 2.98 66 196.68

59 12.39 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 mx1 mx400 micron, finished 12 mm cement plaster 1:3 (1 cement:3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete Each 1 189.4 189.4

J 13 FINISHING WORK

60 13.11 12 mm cement plaster of mix:

i 13.11.4 1:6 (1 cement: 6 coarse sand) Sqm 9.67 141.5 1368.305

61 13.12 15 mm cement plaster on rough side of single or half brick wall of mix

13.12.2 1:4(1 cement: 4 coarse sand ) sqm 4.8 176.4 846.72

i 13.12.4 1:6 (1 cement: 6 coarse sand) Sqm 9.67 162.8 1574.276

62 13.13 20 mm cement plaster of mix ;

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 49.4 229.3 11327.42

63 13.24 6 mm cement plaster of mix :

i 13.24.1 1:3 (1 cement: 3 coarse sand) Sqm 49.4 131.3 6486.22

64 13.40A Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. Sqm 49.4 127.9 6318.26

65 13.45 Finishing walls with textured exterior paint of required shade : 0

i 13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm Sqm 114.11 215.2 24556.471999999998

13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :

13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) sqm 1195.8675 137 163833.8475

66 13.93 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:

i 13.93.1 Two or more coats on new work Sqm 209.7323 84.5 17722.37935

67 13.80 A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Sqm 19.34 105.4 2038.4360000000001

68 13.77 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade

i 13.77.2 New work (two or more coats ) over and including priming coat with cement primer Sqm 68.74 102.3 7032.101999999999

69 5.3 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. m 30.759999999999998 34.2 1051.992

70 13.116A Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below:

1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos.

2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs.

3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs.

4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) Sqm 2.68 786.9 2108.8920000000003

71 14.1 Repairs to plaster of thickness12 mm to 20 mm in patches of area 2.5sq. meter sand under, including cutting the patch inproper shape, rakingout joint sand preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.

14.1.1 With cement mortar 1:4 (1 cement :4 fine Sand) sqm 765.3552000000001 237.2 181542.25344

72 15.2 Demolishing cement concrete including disposal of material within 50 metre lead:

73 15.3 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead: Cum 15.893999999999998 1411.2 22429.6128

74 15.7 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead:

75 15.13 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 meters lead.

15.13.1 Of area 3 sqm and below Each 10 58.9 589

76 15.19 Dismantling steel work in built up sections without dismembering and stacking within 50 metres lead. Kg 1594.4900000000002 1.6 2551.1840000000007

77 15.23 Dismantling tile work in floors and roofs laid incementmortar including stacking material within 50 metres lead.

15.23.2 For thickness of tiles above 25 mm and upto 40 mm SQM 3085.4962 47.5 146561.0695

78 11.29 40 mm thick rough chisel dressed stone flooring over 20 mm (average) thick base including pointing with C.M 1:2 (1cement :2 stone dust) with an admixture of pigment to match the shade of the stone with base 1:1:1 (1 lime :1 surkhi : coarse sand or 1:5 (1 cement : 5 coarse sand).

11.29.1 Red sand stone SQM 3051 889.6 2714169.6

Sanitary Item & toilet fixture

79 17.78 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting,of flushing capacity 3 litre/6 litre (adjustable to 4 litre/8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. Each 4 11599.6 46398.4

80 17.8 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre &post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. Each 16 6534.2 104547.2

81 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :

17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps Each 8 2764 22112

82 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Each 4 1068.5 4274

83 17.34 Providing and fixing toilet paper holder :

84 17.71 Providing and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. Each 4 146.3 585.2

85 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour,weighing not less than 88 gms. Each 4 204.7 818.8

86 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.

i 17.73.1 450 mm long towel rail with total length of 495 mm,78 mm wide and effective height of 88 mm, weighing not less than 170 gms Each 4 397.3 1589.2

87 17.76 Providing and fixing PTMT urinal cock of approved quality and colour.

i 17.76.1 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms Each 16 150 2400

88 18.50.1 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. Each 8 715.1 5720.8

89 18.53.1 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore Each 2 500.4 1000.8

90 18.63 Providing and fixing PTMT angle stop cock 15 mm nominal bore,weighing not less than 85 gms Each 16 136.6 2185.6

91 18.56.2 Providing and fixing PTMT pillar cock of approved quality and colour . 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms Each 16 194.2 3107.2

92 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm,breadth 102mm, height of 75mm with concealed fitting arrangements,weighing not less than 106 gms. Each 16 96.8 1548.8

15.Water Supply System Tank & GI PIPE Work

93 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. per lt 4000 9.7 38800

94 18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.

i 18.12.4 32 mm dia nominal bore ( From Pump To Water Tank and Outlet) metre 500 381.7 190850

95 18.1 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.

Internal work - Exposed on wall

i 18.10.3 25 mm dia nominal bore meter 500 399.9 199950

96 18.11 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/cmaking good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :

i 18.11.1 15 mm dia nominal bore metre 300 318.9 95670

ii 18.11.2 20 mm dia nominal bore metre 291.9 374 109170.59999999999

97 18.15 Providing and fixing brass bib cock of approved quality :

i 18.15.1 15 mm nominal bore Each 10 303.8 3038

ii 18.15.2 20 mm nominal bore Each 2 328 656

98 18.16 Providing and fixing brass stop cock of approved quality :

i 18.16.1 15 mm nominal bore Each 10 303.8 3038

ii 18.16.2 20 mm nominal bore Each 2 328 656

99 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

i 18.17.1 25 mm nominal bore Each 10 532.3 5323

ii 18.17.2 32 mm nominal bore. Each 2 589.9 1179.8

100 18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) :

i 18.19.2 32 mm nominal bore

a 18.19.2.1 Horizontal Each 10 677.6 6776

b 18.19.2.2 Vertical Each 2 777.9 1555.8

101 18.2 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :

i 18.20.1 15 mm nominal bore Each 5 301.6 1508

ii 18.20.2 20 mm nominal bore Each 5 347.7 1738.5

iii 18.20.3 25 mm nominal bore Each 5 447 2235

97 19.19 Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality.

a 19.19.4.1 Circular shape 560 mm internal diameter Each 2 1393.2 2786.4

98 19.15 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

i 19.15.2 With 20 mm diameter round bar Each 6 296.3 1777.8000000000002

99 19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.

i 19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 2 33603.4 67206.8

100 20.2 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including 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).

101 20.6 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform 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.

Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.

Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge.

i 20.6.2 Single pile above 50 tonne and upto 100 tonne Safe capacity

a 20.6.2.1 Initial test (Test Load 2.5 times the Safe capacity) per test 2 57531.3 115062.6

b 20.6.2.2 Routine test (Test Load 1.5 times the Safe capacity) per test 2 30505 61010

102 20.9 Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS :14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. per test 36 894.1 32187.600000000002

103 15.3 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead: Cum 0.68 1411.2 959.6160000000001

K 21 ALUMINIUM WORK

104 21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):

i 21.3.2 With float glass panes of 5.50 mm thickness(weight not less than 12.50 kg/sqm) Sqm 5.85 1115.1 6523.334999999999

L 22 WATER PROOFING

105 22.8 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofingcompound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.

(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”:

i 22.8.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. Sqm 44.23 850.7 37626.461

106 22.14.1 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Cum 3.3172499999999996 3990.3 13236.822675

107 24.1 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 90 metre depth below ground level.

108 24.2 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 directionof Engineer -in-charge,beyond 90 metre & upto 150 metre depth below ground level. M

109 24.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC 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.

110 24.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC 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. M

111 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-incharge. CUM 10 1343.2 13432

112 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 samples & getting tested in approved laboratory, i/c 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. HOUR 12 916.8 11001.599999999999

113 24.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/mcasing pipe, removable as per requirement, all complete for borewell of EACH

114 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.

115 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

i 12.78.1 75 mm diameter meter 30 162.7 4881

ii 12.78.2 110 mm diameter meter 75 257.5 19312.5

116 12.8 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete

117 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. each 24 47.9 1149.6

Electrical Works

118 1.3 Wiring for light point/ fan point/ exhaust fan point / call bell point with 1.5 Sq.mm FR PVC insulated copper conductor cable in recessed PVC conduit with modular type switch , modular plate, suitable size GI box etc as required.

1.3.3 Group C Point 198 1146 226908

119 1.31 Supplying and fixing suitable size GI box with modular plate and cover in recess including providing and fixing modular type 3 pin 5/6 amps socket outlet & 6A switch connection etc. as required. Each 24 414 9936

120 1.32 Supplying and fixing of suitable size GI box with modular plate and cover in recess including providing and fixing modular 6 pin 15/16 amp socket outlet &15/16 amp modular switch including connection,painting etc as required Each 14 531 7434

121 1.5 Wiring for light/ power plug plug with 2 X 4 sq. mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required meter 45 309 13905

122 1.59 exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed PVCconduit etc as required

123 1.33 Supplying and fixing 2 pin, 6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 36 64 2304

124 1.34 Supplying and fixing Batten/angale holder on the exisiting jucction box/pvc box including connection etc. as required. 24 80 1920

125 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.

i 1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 222 201 44622

ii 1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 194 246 47724

iii 1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 65 309 20085

iv 1.7.11 4 X 6 sq. mm + 1 X 6 sq. mm earth wire 25 660 16500

v 1.7.12 4 X 10 sq. mm + 1 X 10 sq. mm earth wire 19 925 17575

126 1.15 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit as required

127 1.38 Supplying and fixing electronic musical call suitable for single phase, 230 volts complete bell as required. 0 351 0

129 2.9 Supplying and fixing following way, horizontal type,three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus - bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

2.9.4 4 way ( 4 + 12 ), double door, horizontal type 2 4184 8368

130 2.12 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

i 2.12.1 6 Amp. To 32 Amp. SP MCB Group-B 240 Volt 44 237 10428

ii 2.12.7 50/63 Amps, Tripole pole and neutral 12 1859 22308

131 5.1 Supplying and fixing single wall mounted 18/22 watt LED type batten fitting complete with electronic driver and LED tube etc directly on wall/ ceiling including connections with 1.5 sq.mm FR PVC insulated copper conductor and earthing the body etc. as required. Each 18 521 9378

132 6.1.6 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required. 15 watt LED lamp Each 16 250 4000

133 5.8.2 Supplying and fixing Surface mounted 15/18 watt LED downlighter complete with integrated electronic driver & LED directly on ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as required. Each 24 1608 38592

134 5.6.2 Supplying and fixing 4' X 40 watt suspended type LED luminaire provides soft-light and glare free symmetrical illumination complete with all accessories etc. including ball and socket arrangement, 2 no. down rods of 20mm dia X 1.6 Each 28 4587 128436

135 5.14.4 Supplying and fixing 90 watt LED type street light with die cast aluminium housing for ingress protection of IP65 and complete with all accessories etc, on pole/building including connection with FR PVC insulated copper conductor cable and earthing the body etc. as required. Each 8 5516 44128

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

136 8.5 Supplying and fixing of 32 mm dia X 1.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV/ HPSV/ CFL street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. Each 8 1038 8304

137 8.15 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. Each 10 2482 24820

138 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate/ switch box including connections but excluding modular plate etc.as required. Each 10 358 3580

139 8.17.1 Supply and installation of 300 mm, 230 v A.C. exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required. Each 4 2572 10288

140 8.11 Supplying and fixing wall/floor mounted cubical panel board, fabricated with 16 gauge iron sheet, suitable for panel mounted switch disconnector, including bus-bar chamber, insulator and painting etc. as required. (but without busbar copper strip) sqft 24 1809 43416

141 9.15 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part ll complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc. complete as required. ln the existing trench, complete as required.

9.15.1 63 mm dia (OD-63 mm & ID-51 mm nominal) Mtrs 1200 202 242400

9.15.3 120 mm dia (OD-120 mm & ID-103 mm nominal) Mtrs 360 327 117720

142 DSR 2025 11.1 Supplying and making end termination of following sizes with brass compression gland including providing and crimping solderless plugs/ferrules of sizes PVC insulated PVC sheathed aluminum conductor armoured cable 1.1 KV grade.

143 2.4 Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required.

144 2.7 Providing and fixing following capacity four pole ON-load/ panel mounted changeover switches inside the existing cubical panel board including drilling holes in cubicle panel, making connections etc. as required.

i 2.7.6 200 Amp, four pole Each 1 18271 18271

145 2.12 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

i 2.12.7 50/63 Amps, Tripole pole and neutral Each 12 1859 22308

146 3.2 Supplying and fixing Copper strips 50x5mm sizefor busbar including inter connection etc as required per kg 18 2193 39474

147 8.13 Supply and fixing digital multimeter, three phase in the existing cubical panel board including drilling holes in the panel board, making connection etc as required. each 2 6536 13072

148 2313 Supplying and fixing Pilot lamp for indication. each 6 148 888

149 1106 Supplying and drawing of following size of ISI marks FR PVC insulates singke core copper conductor cable for inter connection of main switch/ busbar main switch etc as required.

150 7.5 Supplying of following size& core PVC XLPF insulated Sheathered unmounted electrical cable with aluminium conductor for working voltage upto 1.1 kv as required

151 7.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required

i 7.1.3 Above 95 sq. mm and upto 185 sq. mm mtr. 42 336 14112

152 3.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. Set 2 13721 27442

153 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. mrt 50 144 7200

154 1.7.7 Supply & instalation of 25 x 3 mm copper down conductor with all Accessory Make ABB/ Hakel/ LPL etc all complete as required mtr 24 1206 28944

155 3.21 providing chemical /miniral maintenance free earthing system with copper coted earth electrode 3m length etc all complete as required per set 1 16675 16675

156 2.1 Providing and fixing following capacity double pole/ TP&N sheet metal switch disconnector fuse unit in the existing metal panel board with rewireable type fuses including drilling holes in metal panel, making connections etc. as required. each 2 6482 12964

2.1.5 63 Amp, TP&N

157 7.5 Supplying of following size& core PVC XLPF insulated Sheathered unmounted electrical cable with aluminium conductor for working voltage upto 1.1 kv as required

158 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. mrt 36 144 5184

159 Carriage of Materials with loading & unloading:-

i Bricks 100A(local lead 1K+7P) ‰ No. 63973.19161 1109.02848 70948.09

ii Coarse sand lead of 58 K.M.(2K+55 P) from Koilwar cum 349 2297.037344 801666.03

iii Stone chips lead By Rail form Koderma cum 141 1878.33 264844.53

iv Local Sand ( Lead local 1K+2P) cum 25.74 310.47 7991.5

v Steel lead of 5km (p) mt 26.321182 518.09 0

vi Cement lead of 5 km(P) mt 9.4 586.06 0

vii Earth (local lead 1K+2P) cum 72.005 314.21 22624.691049999998

viii Extra Cost of materials :-

Add [email protected]% On SOR Items 727467.9895905613

Add Seignorage 55052.39787362297

TOURISM DEVELOPMENT OF BABA GARIB NATH CORRIDOR IN MUZAFFARPUR DISTRICT (PHASE-01)

Bill of Quantity

(Each Item rate must be filled)

NON-SCHDULE ITEM

Sr. No. Item No. Item Of Work Quantity Unit Amount (Rs.) Rate (inc all taxes) (Rs.) Amount (Rs.)

1 MR Supply and installation of Mid Ornamental Bansi Pahadpur pink Sandstone with required fittings, ornaments, cornices etc.for façade renovation. Each 1

2 MR Aarti Deck-Design Support, Supply, Fabrication, Erection & Finishing of Proposed Aarti Deck over Sahu Pokhar. Each 1 45800 91600

3 MR Gate Ornaments Such as: Metal Fins, Jaali, Pillar motif in spear shape, Trishul and Horizontal Round Tubes etc. Each 1 83400 83400

4 MR Supply & Installation of Red Sandstone bench (5x3ft) Each 8

5 MR Supply & Installation of Stainless Steel Dustbin. Grade-SS 304, Size-14x24 (Double Bucket), Sheet Thickness-0.5mm, Dustbin Capicity- 60 ltr + 60 ltr. Each 8 500 110000

6 MR S/F/F 2hp crompton submersible pump of ISI Mark with starter panel, cable and other accessories all complete job Set 1 30532.5 366390

7 MR Electric Pole Shifting Charge (As per oral enquiry with NBPDCL Person) No's 3 200000

8 Total Quantity (Gate+Pond+Façade) TOTAL (CIVIL + LANDSCAPE) 851390

A. LIGHTING FIXTURES & FANS 11902.8 107125.2

NSR-SC-_1 10W Facade Column Light Each 90

NSR-SC-_2 9/12W Burial Light – Warm White | Ø180mm Each 40

NSR-SC_3 36W Wall Washer Light with Visor – Warm White | 1 Meter Each 72

NSR-SC_4 Power Supply 24 Volt 16 Amp (For Wall Washer Lights) Each 72 385 19250

NSR-SC_5 3W LED Step Light – Square Recessed | 85×85mm Each 250 400 10800

NSR-SC_6 7W Garden Spike Light – Warm, Neutral & Cool White | 55×90mm Each 225 279.8 7834.400000000001

NSR-SC_7 Flexible Wall Washer Light – 3000K | 5 Meter Cuttable | IP65 | 24W/m Each 120 215.3 6028.400000000001

NSR-SC_8 50 Meter Waterproof LED Profile Light Strip 220V – No Adapter Required | IP65 | Warm White Each 14 82.1 1724.1

NSR-SC_9 220V LED PROFILE LIGHT POWER CONNECTOR CABLE Each 14 407 8140

NSR-SC_10 6W Outdoor Wall Light – 2 Way | 145×80mm Each 32 432.2 8211.8

NSR-SC_11 POST TOP LIGHT Each 40 98708.5 296125.5

NSR-SC_12 ECO POLE 3M TOP Ø 76 MM Each 40 141521.69 424565.07

B. CABLING SYSTEM TOTAL (PHE WORKS) 889804.47

NSR PVC/ XLPE insulated PVC sheathed heavy duty, armoured electrical cables with Aluminium conductor for working voltage upto and including 1100volts ( conforms to IS:1554, Part-1)

NSR-1 3c x 4 sq.mm CU. Arm. XLPE CABLE RM 250 888500 1777000

NSR-2 3c x 6 sq.mm CU. Arm. XLPE CABLE RM 250 60244 1506100

NSR-3 3c x 10 sq.mm AL. Arm. XLPE CABLE RM 100 1662500

NSR-4 4c x 4 sq.mm CU. Arm. XLPE CABLE RM 200 1995000

NSR-5 4c x 6 sq.mm CU. Arm. XLPE CABLE RM 200 166250 166250

NSR-11 3c x 1.5 sq.mm CU. Flexi CABLE RM 2200 40000 240000

NSR-12 3c x 2.5 sq.mm CU. Flexi CABLE RM 2200 65000 260000

NSR-13 EXTERNAL LIGHTING FEEDER PILLAR-1 70000 140000

1 No. TPN feeder having 100A 4P MCCB alongwith one Multi function meter 3 Nos. Phase indication LED lamps with 2 Amp back up HRC fuse, test terminal block set, fuses, circuits as per standard practice, auxiliary contacts for positive interlocking of the breakers as required. 1 no. multifunction meter (showing all parameters) with selector switch with matching cast resin CTs. TOTAL ELECTRICAL WORKS 4089350

BUS BAR 150 Amp TPN Aluminium bus bar with heat shrinkable coloured insulated PVC sleeves having a current density of not less than 1.0 Amp sq.mm. and the neutral bus of 50% capacity interconnections between bus bars and breakers shall be through solid strip. 4500 13500

Outgoings:- All outgoing shall have Ics = 18 KA For MCCB & 10KA for MCB. TOTAL (FIRE FIGHTING ) 40350

20 No. SPN feeder having 16/25/32A DP MCB Along with 24 hour Real Timer.

Other items such as 3990 119700

1 Lot of control wiring 6650 39900

i 1 Set of designation plates (Pond) Set 4 Total NSI 8353549.47

ii 1 Set of designation plates (Temple Facade) Set 1

iii 1 Set of designation plates (Gate) Set 2