01. DEVELOPMENT OF BABA BATESHWARNATH TEMPLE LOCATED IN JANDAHA BLOCK UNDER VAISHALI DISTRICT.

BIHAR STATE TOURISM DEVELOPMENT CORPORATION LIMITED

Technical Sheet

Name of Work DEVELOPMENT OF BABA BATESHWARNATH TEMPLE LOCATED IN JANDAHA BLOCK UNDER VAISHALI DISTRICT Cost of Work as per BOQ(Rs in Lakhs) 1328.35241 Time of Completion in months 12 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount 145971000 Date of Sanction 2026-09-17T00:00:00Z Date of Tender 2026-10-14T00:00:00Z

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) 23.43 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 3267.3 Value to be entered in unit cum

Brick Work cum 407.59 Value to be entered in unit cum

Electrical Works Rs. 4341999 Value to be entered in Rs.

PHE Work Rs. 946493 Value to be entered in Rs.

PCC&RCC cum 1368.27 Value to be entered in unit cum

Steel MT 150.17 Value to be entered in MT

Flooring Work. (Granite, Marble, Kota, Sand Stone, Paver Block, Ceramic Tiles etc.) sqm 5789.67 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

Front end Loader 1 5

Plate Vibrator 2 5

Niddle Vibrator 2 5

Water tankar 2 5

Steel shuttering 2500sft 5 to 7

Concrete Mixture 1 5

11 Key Personnel Personnel/Qualification/Contract Package Size (Rs. 10 to 30 Crore) Page-18 Name of the Personnel and Experince in years

Project Manager/ B.E. Civil + 10 Years Exp. (5 years as Manager) or retired E.E. 1 No.

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. 2 Nos.

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)

DEVELOPMENT OF BABA BATESHWARNATH TEMPLE LOCATED IN JANDAHA BLOCK UNDER VAISHALI DISTRICT

QUOTING SHEET FOR BIDDERS

Name of Contractor

Address of Contractor

E-mail ID of Contractor Mobile Number

NIT - 34/E-TENDER/ BSTDC/SBD/2026-27, GR01

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.) 123986376

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

TOTAL AMOUNT Rs. 132835241

DEVELOPMENT OF BABA BATESHWARNATH TEMPLE LOCATED IN JANDAHA BLOCK UNDER VAISHALI DISTRICT

FOR BIHAR STATE TOURISM DEVELOPMENT CORPORATION, PATNA

Items Covered Under BCD-SOR-2022, effective from 01.01.2022

SI. NO. SOR-22 Description of Work Unit Total Quantity Rate (Rs.) Amount (Rs.)

1 2.8 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m 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 2.8+2.27 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m 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+2.27.1 Extra for every additional lift of 1.5 m or part there of in +Ali kinds of soil. cum 384.42625000000004 410.09999999999997 157653.205125

3 2.1 Excavating trenches of required width for pipes cables, etc, includingexcavation for sockets, and dressing of sides, ramming of bottoms,depth upto 1.5 m including getting out the excavated soil , and thenreturning 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 50m

2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. mtr 180 391.7 70506

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 7101.105 123.9 879826.9095000001

5 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 933.7960510458531 287.3 268279.6054654736

6 2.29 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m all kind of soil 100sqm 418.008025 1355.4 566568.077085

7 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 180.460225 697.4 125852.960915

8 2.37 Diluting and injecting chemical emulsion for Post Constructional anti-termites' treatrnent (including the cost of chemical emulsion)

2.37.1 Along external wall where the apron is not provided using chemical imulsion @ 7.5 liters / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete

9 2.37.1.1 With chlorpyriphos/Lindone E.C. 20% with 1% concentration mtr 95.4 39.9 3806.46

10 2.37.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling and plugging 12 mm diameter holes with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floor.

2.37.3.1 With Chlorpyriphos EC 20% with 1% concentration sqm 457 241.2 110228.4

11 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. .

12 2.6+2.27 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. All kinds of soil .

2.6.1+2.27.2 Extra for every additional lift of 1.5 m or part thereof in :1.5 mtr to 3tr cum 873.6026999999999 403.5 352498.68944999995

4 Concrete Work

13 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering 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 866.9656762000002 3998.1 3466215.470015221

14 4.2 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters,columns, piers, abutments, 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:

15 4.2.2 1:1.5:3(1 Cement: 1:5 coarse sand : 3 graded stone aggregate 20 mm nominal size) cum 2.76756 5584.2 15454.608552

16 4.11 Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4(1cement:2:2 coarse sand :4 graded stone aggregate 20mm nominal size) sqm 195.085 245.6 47912.876000000004

17 4.12 Extra for providing and mixing water prooding material in cement concrete work in the proportion recommended by the manufacturers. Per 50 kg of cement 462 57.16 26407.92

18 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 317.5965 436.6 138662.6319

5 Reinforced Cement Concrete Works

19 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) cum 3.543995 4688.3 16615.3117585

20 5.3+5.3b.4 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15,landings, balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size).Providing M-15grade R.C.C instead of M-20 grade R.C.C. cum 5.2200000000000015 5719.9 29857.878000000008

21 5.9 Centring 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 5792.285000000001 211.6 1225647.506

II 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 1377.8733000000002 437.5 602819.5687500001

III 5.9.4 Shelves (Cost in situ sqm 123.635 437.5 54090.3125

IV 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 1456.309375 404.7 589368.4040625

V 5.9.6 Columns, Pillars, Piers, Abutments, Post and struts sqm 1991.4999999999998 494.4 984597.5999999999

VI 5.9.7 Stairs, (excluding landings) except spiral staircases. sqm 64.8 439.9 28505.519999999997

VII 5.9.15 Small lintels not exceeding 1.5 m clear span, mouldings as in cornoces, window sills, string, courses, bands, copings, bed plates, anchor blocks and the like. sqm 14.85 224.2 3329.37

VIII 5.9.19 Wheather shade, Chajja, corbels etc., including edges. sqm 52.65 550.9 29004.885

5.9.16.1 Edges of slabs and breaks in floors and walls :

22 5.22 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars

23 5.33 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and including retard setting of concrete, improve workability without impairing strength and admixtures in recommended proportions as per IS: 9103 to accelerate,reinforcement,durability as per direction of Engineer-incharge.

I 5.33.1 All work upto plinth level cum 2434.3889999999997 5063.4 12326285.262599997

II 5.33.2 All work from plinth level upto floor V level. cum 345.47749999999996 5863.2 2025603.6779999998

24 6.1A Brick work with bricks of class designation 100A in foundations and plinth in

6.1.14A Cement mortar 1:4(1 cement: 4 coarse send ) cum 262.2335972 4819.9 1263939.71514428

25 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :

6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) cum 552.944375 4923 2722145.158125

26 6.3C Extra tor Brick work in superstructure above plinth level upto floor V cum 552.944375 842.2 465689.7526250001

27 6.21A Extra for providing and placing in position 2 Nos, 6 mm dia , MS bars at every third course of half brick masonry (with F. P. S. bricks) Sqm 150.5 113.6 17096.8

28 6.45.2 Half brick masonry with non modular fly ash bricks of class designation 10, conforming IS :12894, in superstructure above plinth and upto floor V level. sqm 238.7 700.8 167280.96

29 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/l, Metre 148.2 1087.9 161226.78

7 Stone Jali Work

30 7.33 Providing and fixing stone jaii 40 mm thick throghout(without sunking or moulding in jali slab) in cement mortar 1:3(1 cement: 3 coarse sand ) including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc

8 MARBLE & GRANITE WORK

31 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.

32 8.2 Providing and fixing dry cladding upto 10 metre heights with 30mm 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 - 30mm thick gang saw cut stone sqm 264.5 1778.6 470439.69999999995

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 1322.5 151.9 200887.75

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 1058 265 280370

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).

36 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 commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:

9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws sqm 38.6 2845.6 109840.16

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 61.3 401.4 24605.819999999996

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:

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.

9.48.1 Fixed to steel windows by welding. kg. 1889 144.5 272960.5

40 9.74 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete

41 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:

42 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:

43 9.98 Providing and fixing aluminium pull bolt lock, 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 bolts, nut and washers etc. complete. each 19 78.4 1489.6000000000001

44 9.100 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:

45 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.

9.101.2 Twin rubber stopper each 66 60.8 4012.7999999999997

46 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.

47 9.147D. Providing and fixing factory made uPVC approved colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multichambered frame with in-built roller track and sash 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), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, 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 sealent 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, wire mesh and silicon sealent shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.

9.147D.2 Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). sqm 98 9471 928158

48 9.17 Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-incharge

49 10.6 Supplying and fixing rolling shutters of approved make, made of required size M.S laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No. 2 and M.S top cover of required thickness for rolling shutters.

10.6.1 80x1.25mm M.S laths with 1.25mm thick top cover. Sqm 65.5 2673.7 175127.34999999998

50 10.7 Providing and fixing ball bearing for rolling shutters Sqm 65.5 424.2 27785.1

51 10.18 Providing and fixing circular/hexagonal cast iron or M.S sheet box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing each 45 165.4 7443

52 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.

10.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works kg 10649 114.6 1220375.4

53 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 with necessary 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. 4851.6 546.8 2652854.88

11 FLOORING WORK

54 11.29 40 mm thick rough chisel dressed stone flooring over 20 mm (average) thick base including pointing with C.M 1:2 (1 cement :2 stone dust) with an admixture of pigment to match the shade of the stone with base 1:1:1 (1 lime : 1surkhi : coarse sand or 1:5 (1 cement : 5 coarse sand)

11.29.2 White sand stone sqm 492.7 919 452791.3

55 11.3 40 mm thick fine dressed stone flooring over 20 mm (average) thickbase with joint finished fiush:base 1:5 (1 cement: 5 coarse sand )with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar.

11.30.1 Red sand stone sqm 329.39 849.2 279717.988

11.30.2 White sand stone sqm 76.6 878.6 67300.76

56 8.9/ 11.32 Extra for Kota stone / sand stone in treads of steps and risers using single up to 1.05 metre.length Sqm 15

57 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 (1cement : 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 534.177 795 424670.715

58 11.39 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1 st quality conforming to IS : 13755 of NITCO , ORIENT , SOMANY , KAJARIA or equivalent make in colours such as white , Ivory , Grey , Fume , Red , Brown , laid on 20 mm thick cement motar 1:4 (1 cement: 4 Coarse sand) including grouting the joints with white cement and matching pigments etc, complete. sqm 174.2 1329.8 231651.15999999997

59 11.41 Providing and laying vitrifed floor tiles in different sizes {thickness to be specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS : 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand ) including grouting the joint with white cement and matching pigments etc., complete.

60 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

61 11.46.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming 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 Size of Tile 600 x 600 mm. sqm 63.3 1191.8 75440.93999999999

62 11.56 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete asper the architectural drawings with 18 mm thick stone slab over 20 mm (average)thick base of cement mortar 1:4 (1 cement : 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.

11.56.1 Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. sqm 132.7 3605.2 478410.0399999999

63 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/I. sqm 8549.3925 283.3 2422042.89525

64 11.79 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’s specifications & direction of Engineer -in-Charge

11.79.1 a) 80 mm thick c.c. paver block of M-35 grade with

approved colour design and pattern. sqm 2635.5499999999997 956.4 2520640.0199999996

65 12.39 Making khurras 45 x 45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1cement:3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. Each 14 189.4 2651.6

66 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.

67 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised - PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion

12.79.1 Coupler

12.79.2.1 Single Pushfit Coupler

12.79.3 Single Tee With Door

12.79.4 Single Tee Without Door

12.79.5.2 110 mm dia Bend each 16 132 2112

12.79.6 Shoe(Plain)

68 12.8 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.

13 FINISHING WORK

69 13.11 12 mm cement plaster of mix

70 13.12 15 mm cement plaster on rough side of single or half brick wall of mix.

13.12.1 15mm cement plaster on rough side of single or half brick wall mix 1:3 (1 cement : 3 Coarse sand) sqm 793.516 190 150768.03999999998

13.12.2 1:4(1 cement: 4 coarse sand ) sqm 262.3 176.4 46269.72

13.12.4 1:6(1 cement: 6 course sand) sqm 268.7 162.8 43744.36

71 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 82.70400000000001 229.3 18964.027200000004

72 13.24 6 mm cement plaster to ceiling of mix.

73 13.36 Extra for providing and mixing water proofing material in proportion recommended by the manufacturers:

13.36.3 15 mm cement plaster 1:3(1 cement :3 sand) sqm 928.3 10.3 9561.49

74 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 base coat of water proofing cement paint applied @ 2.20 kg/10 sqm) Sqm 1197 137 163989

75 13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications

13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm. sqm 3911.4562499999997 117.3 458813.81812499993

13.48.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture. sqm 1092.24 81.2 88689.888

76 13.78 Applying one coat of cement primer of approved brand and manufacture on wall surface:

77 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade. New work (three or more coats)

Qty taking from .:(13.78.1) sqm 2810.825

78 13.80A.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 5183.3 105.4 546319.8200000001

79 13.81 Applying priming coat:

13.81.1 With ready mixed pink or grey primer of approved brand and manufacture on woodwork (hard and soft wood) sqm 151.60000000000002 39.7 6018.520000000001

13.81.3 With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works sqm 256 34.6 8857.6

80 13.93 Painting with synthetic enamel paint of approved brand and manufacture to give an even shed.

13.93.1 Two or more coats on new work sqm 709.5999999999999 84.5 59961.19999999999

81 13.116 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge mtr 1683 47.1 79269.3

14 & 15 DESMENTLE & REPAIRS

82 14.1 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and 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 812.511 237.2 192727.60919999998

83 15.2 Demolishing cement concrete including disposal of material within 50 metre lead:

84 15.3 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead: Cum 39.695449999999994 1411.2 56018.219039999996

85 15.7 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead:

86 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 7 58.9 412.3

16 CAMPUS DEVELOPMENT WORK

87 16.75 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process 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/ recoverable separately cum 480.2172 5842.7 2805765.03444

88 16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). cum 41.172825 7998.8 329333.19261

89 16.78.3 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, forall 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.With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-2 cum 481.7172 1270 611780.844

90 16.8 Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer- incharge. cum 356.83038750000003 2054.3 733036.6650412502

17 SANITARY INSTALLATIONS

17.1 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required :

17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 14 4470.9 62592.59999999999

17.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials 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 wherever required W.C. pan with ISI marked white solid plastic seat and lid each 11 5504.3 60547.3

17.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and

17.4.2 Range of two Urinal basins with 5 litre white P.V.C. automatic flushing cistern each 8 5733.3 45866.4

17.7 A Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole Basin mixer each 30 3932.1 117963

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

17.10.1.3 510x1040 mm bowl depth 200 mm each 1 5499.1 5499.1

17.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 25 299.4 7484.999999999999

17.22A Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge each 30 886.2 26586

17.22.B Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia each 3 6119.2 18357.6

17.28.1.1 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 32 mm dia each 31 91 2821

17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixedto wooden cleats with C.P. brass screws and washers complete each 30 1068.5 32055

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 14 146.3 2048.2000000000003

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.

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 14 397.3 5562.2

18 WATER SUPPLY

18.52.1 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore each 5 594.8 2974

18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15 mm nominal bore each 77 500.4 38530.799999999996

18.21.2.1 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. (a) 15mm nominal bore each 77 85.2 6560.400000000001

18.77 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof each 21 217.1 4559.099999999999

18.33 Constructing masonry Chamber 60x60x75 cm inside, in brick work incement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I.surface box 100mm top diameter, 160 mm bottom diameter and 180mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominalsize ) , i/c necessary excavation, foundation concrete 1:5:10(1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12mm thick, finished with a floating coat of neat cement complete asper standard design :

18.33.1 With common burnt clay F.P.S.(non modular) bricks of class designation 100A each 14 7210.6 100948.40000000001

18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete asper direction of Engineer in Charge. Concealed work, including cutting c

Concealed work, including cutting chases and making good the walls etc.

18.8.2 20 mm nominal dia Pipes mtr 742 350.8 260293.6

18.8.3 25 mm nominal dia Pipes mtr 130 463.1 60203

18.8.4 32 mm nominal dia Pipes mtr 549.8 0

18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.

18.9.2 20 mm nominal dia Pipes mtr 50 205.3 10265

18.9.3 25 mm nominal dia Pipes mtr 70 294.7 20629

18.9.4 32 mm nominal dia Pipes mtr 70 359.1 25137

18.9.5 40 mm nominal dia Pipes mtr 140 477.6 66864

18.9.6 50 mm nominal dia Pipes mtr 30 730.3 21909

18.9.7 65 mm nominal dia Pipes mtr 1476 0

18.18.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :20mm dia nominal bore each 8 397.4 3179.2

18.18.3 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25mm dia nominal bore each 4 399.2 1596.8

18.17.2 Providing and fixing gun metal gate valve with wheel of approved quality. 32mm dia nominal bore each 4 589.9 2359.6

18.17.3 Providing and fixing gun metal gate valve with wheel of approved quality. 40mm dia nominal bore each 4 707.3 2829.2

18.17.4 Providing and fixing gun metal gate valve with wheel of approved quality. 50mm dia nominal bore each 2 878.2 1756.4

18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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 litre 5000 9.7 48500

19 Water Supply and Sanitation

19.2.1 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 100 mm dia mtr 63 404.3 25470.9

19.3.2 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 150 mm. dia. RCC Pipes mtr 65 743.1 48301.5

19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 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:

19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

19.6.2 150 mm dia. R.C.C. pipe mtr 110 410.7 45177

19.6.3 250 mm dia. R.C.C. pipe mtr 70 677.4 47418

19.7.1.1 Constructing brick masonry manhole in cement mortar 1:4 ( 1cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1cement : 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 : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 2 7914.7 15829.4

19.15.1 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. each 68 310.9 21141.199999999997

19.16 Providing orange colour safety foot rests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. each 8 553.7 4429.6

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

19.19.2.2 M.D. -10- Circular shape 500mm internal diameter each 10 1082.7 10827

19.19.1.3 L.D. -2.5- Circular shape 450mm internal diameter each 4 946.8 3787.2

19.32.1 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.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 2 33603 67206

20.2 Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load but including the cost of boring with bentonite specified, excluding the cost of steel reinforcement not less than solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :

21 ALUMINIUM & GLASS WORK

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):

21.3.2 With float glass panes of 5.50 mm thickness(weight not less than 12.50 kg/sqm) sqm 83.6 1115.1 93222.35999999999

21.4.2 Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors,embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete asper the direction of Engineer-in-charge Each 2 2444.3 4888.6

21.8 Filling the gap in between aluminium frame & adjacent RCC/ Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete

26.86 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm, modulus of elasticity 900 N/mm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for Separately). sqm 4.5 5143 23143.5

22 WATER PROOFING TREATMENT WORK

22.2 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/ sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be aid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5 cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane.

22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed protions of W.C. kitchen and the like consisting of :

1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.

IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.

IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg per sqm of area.

IVth course of 400 micron thick PVC sheet (overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm Sqm 21.5 480.6 10332.9

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

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 43.05 143.5 6177.674999999999

23.3 Supplying and stacking Sludge at site including royalty and carriage (Sludge measusred in stacks will be reduced by 8% for payment). cum 43.05 282.6 12165.93

23.10.3 In rows 5 cm apart in either direction. 100sqm 143.5 1027.4 147431.90000000002

24 RAIN WATER HARVESTING

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 requirement, 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

24.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).

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.

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

24.3.3 200 mm nominal size dia Mtr 180 940.8 169344

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.

24.4.2 150 mm nominal size dia Mtr 30 673.5 20205

24.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. Cum 27.26 1188.9 32409.414000000004

24.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Cum 26.22 1195.6 31348.631999999998

24.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge. Cum 34.72 1195.6 41511.231999999996

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 2 1343.2 2686.4

26 WPC/OTHERS WORK

26.27 Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance ?85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm ) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge.

26.27.2 With 20 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.7) sqm 275 2120.7 583192.5

26.64 Centering and shuttering with 12mm thick shuttering plywood confirming to IS 4990:2011 and removal of form at all heights. Plywood will be supported on lock bars.

26.64.1 Suspended floors, roofs, landings, balconies and access platform. sqm 19.8504 85.3 1693.23912

26.86 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm, modulus of elasticity 900 N/mm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for Separately).

26.88 Providing and fixing factory made single extruded WPC {Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers {wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm', modulus of elasticity 850 N/mm' and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk 5.5 screws, all as per direction of Engineer-In- Charge. {Note: stainless steel butt hinges and necessary 5.5 screws shall be paid separately)

7087 Providing and fixing 150 mm S.C.I. tee at the inlet and outlet of septic tank. each 2 570 1140

5763 16mm thick extruded terracotta tiles of other than grey colour of size 300 x 595mm sqm 170 1991.3 338521

EL-SOR ELECTRIC WORKS

1.3 Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit with modular switch, modular plate, suitable size G.I. box etc as required.

1.3.3 Group C Point 165 1146 189090

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.

1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire Metre 500 201 100500

1.7.2 2X2.5 sq. mm + 1X 2.5 sq. mm earth wire (For Light Circuit) Metre 900 246 221400

1.7.3 2X 4 sq. mm + 1 X 4 sq. mm earth wire (For Power Circuit) Metre 1125 309 347625

7\.7\.11;@ 4 X 6 sq. mm + 1 X 6 sq. mm earth wire (DB to Panel) Metre 150 660 99000

1.21 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.

1.22 Supplying and fixing metal/ PVC box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required.

1.22.1 75 mm X 75 mm X 50 mm deep Each 11 139 1529

1.22.6 200 mm X 150 mm X 60 mm deep Each 29 276 8004

1.31 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. Each 60 414 24840

1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. Each 75 531 39825

2.19 Supplying and fixing 20 amps, 240 volts, SPN industrial type, socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 amps "C" curve, SP MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required. Each 12 1513 18156

2.29 Supplying and fixing TPN sheet steel enclosure on surface/ recess along with 25/32 amps 415 volts, "C" curve TPN MCB complete with connections, testing and commissioning etc. as required. Each 12 1616 19392

2.3 Supplying and fixing TPN sheet steel enclosure on surface/ recess along with 63 amps 415 volts, "C" curve TPN MCB complete with connections, testing and commissioning etc. as required. Each 12 2431 29172

1.26 Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required. Each 100 34 3400

2.8.7 Supplying and fixing following way single pole & 2 + 12 way, Double door neutral, sheet steel, MCB distribution board, 240 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) Each 4 2314 9256

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'

2.12.1 6 amp. To 32 Amp. SP MCB 240 volt Each 35 237 8295

MAIN PANEL & SUBMAIN PANEL

8.11 Supply and fixing of fabricated Electrical control panel of cubical construction, floor/wall mounted type, fabricated out of 16 SWG CRCA sheet, compartmentalised with hinged doors, dust and vermin proof, powder coated painting ofapproved shade after 7 tank treatment process, cable alley, internal wiring, earth terminals, Bus bar Chamber, insulator and complete in all respect etc and panel manufactures must be approved by CPRI. (But without RYB inicator, ammeter, voltmeter, inter-connection copper conductor cable/solid copper strip, switchgears etc.) Sq.ft 40 1809 72360

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.

2.5.3 Providing and fixing following capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connections, earthing the body etc. as required. 200A Each 3 10550 31650

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.

8.13 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc as required. Each 5 6536 32680

2.2 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel at least 2 mm thick, vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Each 5 214 1070

3.21 OR 3.6 +3.8 +3.9 Providing chemical/mineral maintenance free earthing system comprising of copper coated earth electrode 3 metre length and 17.2 mm outer dia along with 25 kg earth conductivity enhancing back fill mineral compound for earth inspection pit etc. as required. OR Fixing & Hole cutting in earth as per drawing of (CU) (600mm X 300mm X 3mm) plate electrode earth, all complete as per specifications and drawings attached. (1No. EARTH for UPS Main nutral only.) -The rate shall be inclusive of submission of TEST REPORT (2 Ohm) of each earth pitand -caution Note -The rate shall be inclusive of submission of TEST REPORT (2 Ohm) of each earth pitand TESTING shall be carried out in front of Officials/Consultant Set 5 16675 83375

3.11 Supplying and laying 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode, including connection with G.I. nut, bolt, spring, washer excavation and refilling etc. as required. Meter 150 721 108150

3.16 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing etc. as required. Meter 180 53 9540

3.17 Providing and fixing 4 mm dia copper wire on surface or in recess for loop earthing etc. as required. metre 180 144 25920

4.1 Providing and fixing lightning conductor finial, made of 25 mm dia 300 mm long, copper tube, having single prong on top, with 85 mm dia 3 mm thick copper base plate including holes etc. complete as required. Each 5 1056 5280

4.8 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For vertical run) Meter 100 145 14500

4.9 Fixing of copper / G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For horizontal run) Meter 100 52 5200

4.4 Jointing copper/ G.I. tape ( with another copper/ G I tape, base of the finial or any other metallic object ) by riverting/ nut bolting sweating and soldering etc. As required. Each 25 81 2025

4.12 Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of tinned G.I. bolts, nuts, chuk nuts and spring washers etc. complete as required. Each 25 102 2550

(SUPPLY OF CABLE MAIN & SUBMAIN)

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

7.1.1 Upto 35 sq. mm Meter 1720 315 541800

7.1.3 Above 95 sq. mm and upto 185 sq. mm Meter 250 336 84000

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.

7.7.6 16 sq. mm, 4 core Meter 100 299 29900

EL-7.7.7 Supply of foll.owing size and core PVC/XLPE iNsulted, PVC sheathed (heavy duty)armoured electrical power cable with aluminium coundecter for working voltage up to 1.1 KV as required-25 sqmm,3.5 Core Meter 820 346 283720

EL-8.12 supply and fixinf fabricated feeder pillar of cubicle construction, floor/wall mounted type, fabricated out of 14 SWG CRCA sheet, compartmentalised with hinged locakable doors, dust and vermin proof, powder coated of approved shade after 7 tank treatment process, cable alley, inter connection, having switchgears and access ories mounting and internal wiring, earth terminals numbering etc. complete in all respects, suitable Outlet Piping Stop Ball Cock, Drain Valve, Drain Pipe Air Check Valve protection class IP 42 as required.for terrace, Roof Cover over panel. (COMPLETE IN ALL RESPECT) sqft 2 2261 4522

EL-1625 Switch disconnector sfu and MCCB-630 Amp TPN switch disconnector fuse unit (Panel mounted Type) with ISI marked HRC fuses Each 3 20850 62550

EL-1626 Switch disconnector sfu and mccb-100 Amp, 4 pole MCCB, 30 KA, thermal megnatic release. Each 2 5623 11246

SUPPLY & INSTALLATION OF FIXTURES

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 270 cum/min including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated copper conductor etc as required. Each 40 2482 99280

5.1 Supplying and fixing 4'X18 wat[ LED batten with minimum efficacy 100 lm/w in polycarbonate housing and complete with integrated electronic driver etc directly on wall/ ceiling including connections with 1.5 sq.mm FRLS pVC insulated copper conductor etc. as required. Each 45 521 23445

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

6.1.6 15 watt LED lamp Each 80 250 20000

1.25 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate/switch box including connections but excluding modular plate etc. as required. Each 40 358 14320

8.17.1 Supply and installation of 300 mm sweep/sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust fan in existing opening including making good the damage, connection, testing and commissioning etc as required. Each 20 2572 51440

5.9 Supplying and fixing recess mounting 36 watt LED flat panel (2' x2') with minimum efficacy 100 Im/w in comprising of pressure die cast housing, acrylic diffuser, IP 65 protection and complete with integrated electronic driver etc directly on false ceiling including connections with 1.5 sq mm FRLS PVC insulated copper conductor cable as required. Each 76 2663 202388

5.7 Supplying and fixing recess mounted following type downlighter with minimum efficacy 100 lm/w in pressure die-cast aluminium 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.

1.33 Supplying and fixing 2 pin, 5/6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. Each 80 64 5120

1.34 Supplying and fixing batten/ angle holder including connection etc. as required. Each 80 80 6400

Carriage of Materials

(I) Bricks (lead - 1 km kutcha + 7 km pucca) /1000 no's 883099.3715318 1109.03 979383.6960099122

(ii) Coarse Sand (lead -79 km)- nadriganj cum 3345.979 1668.63 5583200.93877

(iii) Stone Chips (lead -110 km- domchas) cum 5157.950968749999 2420.94 12487089.818285624

(iv) Local sand ( 1 km kutcha + 2 km pucca) cum 1196.38 310.47 371440.0986000001

Add seigniorage Charge @10% of Basic Rate

Add 18% GST on seigniorage 94746.08507985671

DEVELOPMENT OF BABA BATESHWARNATH TEMPLE LOCATED IN JANDAHA BLOCK UNDER VAISHALI DISTRICT

NON-SCHDULE ITEM

Item No. Item Of Work Unit Quantity Rate Amount (Rs)

NSR NON-SCHEDULE ITEMS

MR Providing & fixing storage type electric Hot water Geyser 20 Litre made out of heavy gauge steel jacket finished with rust proof baked-on glossy white enamel paint, inside glass lined heavy gauge copper tank, 25 mm thick polyurethane foam insulation, thermostatically controlled immersion heater with pilot neon lamp, replaceable magnesium anode bar, suitable for 8.0 bar maximum working pressure, cold water inlet and hot water outlet pipe, suitable length of electrical cable and 15 amp 3 pin plug top, complete in all respect including testing etc. (Horizontal/Vertical) (only for estimation) Each 2

MR Providing, fixing, jointing and testing, unplasticized PVC pipes -10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete,for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. For Wash basin & Urinal 40mm dia. Pipe (only for estimation) mtr. 61

MR Providing, fixing, jointing and testing, unplasticized PVC pipes -10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete,for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc . Elbow (90°) 40mm (only for estimation) Each 22

MR Providing, fixing, jointing and testing, unplasticized PVC pipes -10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete,for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc . Elbow (45°) 40mm (only for estimation) Each 22

MR Providing, fixing, jointing and testing, unplasticized PVC pipes -10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete,for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc . T fitting 40mm (only for estimation) Each 22

MR Providing, fixing, jointing and testing, unplasticized PVC pipes -10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete,for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc . Coupler 40mm (only for estimation) Each 44

MR Supply and fixing of UPVC S.W.R. pipe Nahni Trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. Each 53

Electrical NSR Items

M/R SITC of 30W LED, 150W Mono-Panel,12.8V,66Ah Battery, ^MTR Octagonal pole Top OD-70mm Bottom OD 130mm thickness 3mm J Bolt, Base Plate,Templete, Luminary Arm, module mounting structure, Abs Battery Box cable with complete Accessories as required in the direction of E/I Each 80

MR Supply of Submersibule pump with control panel, support wireetc. complete 5.0 H.P. (KSB / EQ.) Each 2

SCULPTURES & OTHERS

MR Sculpture, CNC Laser-Cut Floral Sculpture (Intricate Lattice) and Tryambak Solid 3D Fabricated Sculpture including Supply, Tramsportation and Fixing (Including all taxes) Each 2

MR Pergola over Parikarma Path-Design, Supply, Fabrication and Installation of MS Steel curved covered walkway with Bronze Polycarbonate Roofing. (Inclusive all Taxes) Each 1

MR Ornaments- 2'-0" dia metallic "Om Symbol" (1 No's) and Nandi Sculptures of Fiberglass (2 No's) Length 2.6 to 3 feet) (Inclusive all taxes) Each 1

MR All Glass Door Hardware with installation (Floor machine with lock-120 Kg) (Inclusive all Taxes) Each 1