04. COMPREHENSIVE TOURISM ORIENTED DEVELOPMENT OF MAA KATYAYANI STHAN IN KHAGARIA DISTRICT (PHASE-02).

BIHAR STATE TOURISM DEVELOPMENT CORPORATION LIMITED

Technical Sheet

Name of Work COMPREHENSIVE TOURISM ORIENTED DEVELOPMENT OF MAA KATYAYANI STHAN IN KHAGARIA DISTRICT (PHASE-02) Cost of Work as per BOQ(Rs in Lakhs) 1007.62387 Time of Completion in months 12 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount 110350700 Date of Sanction 2026-06-04T00:00:00Z Date of Tender 2026-08-28T00:00:00Z

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) 20.11 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

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

Escalation Factor= 1.469

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

Escalation Factor= 1.36

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

Escalation Factor= 1.26

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

Escalation Factor= 1.166

2026-27 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.08

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

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

Brick Work cum 398 Value to be entered in unit cum

Electrical Works Rs. 4664391 Value to be entered in Rs.

PHE Work Rs. 4056720 Value to be entered in Rs.

PCC & RCC Work cum 948 Value to be entered in unit cum

Reinforcement Works KG 93797 Value to be entered in KG

Flooring Work. (Any Stone, Granite, Kota, Sand Stone etc.) sqm 1340 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)

COMPREHENSIVE TOURISM ORIENTED DEVELOPMENT OF MAA KATYAYANI STHAN IN KHAGARIA DISTRICT (PHASE-02)

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-04

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.) 91000694

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

TOTAL AMOUNT Rs. 100762387

COMPREHENSIVE TOURISM ORIENTED DEVELOPMENT OF MAA KATYAYANI STHAN IN KHAGARIA DISTRICT (PHASE-02)

S.No Item Code Description of Items Unit Rate Total Quantity Total Amount

Based on SOR FOR BCD BIHAR - 2022, DSR 2020 & B.S.R (ELECTRICAL) 2023

CIVIL SOR (BCD-2022 ) ITEMS (A)

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

2 2.25(A) Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead. Cum 411.7 203.598 83821.2966

3 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead Cum 123.9 748.7814999999998 92774.02784999998

4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cum 287.3 1284.5159540624998 369041.4336021562

2.37 Diluting and injecting chemical emulsion for POSTCONSTRUCTIONAL 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:

5 2.37.1.1 With chlorpyriphos/Lindone E.C. 20% with 1% concentration Meter 39.9 180.1 7185.99

2.37.2 Along the external wall below concrete or masonry apron using chemical emulsion @ 2.55 litres per linear metre including drilling and plugging holes etc.

6 2.37.2.1 With chlorpyriphos E.C. 20% with 1% concentration Meter 49.1 180.1 8842.91

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.

7 2.37.3.1 With Chlorpyriphos EC 20% with 1% concentration Sqm 241.2 455.32 109823.184

8 20.2 Boring, providing and installing bored cast-in-situ reinforcedcement concrete piles of grade M-25 of specified diameter andlength below the pile cap, to carry a safe working load not lessthan specified, excluding the cost of steel reinforcement butincluding the cost of boring, with bentonite solution and temporarycasing of appropriate length for setting out and removal of sameand the length of the pile to be embedded in the pile cap etc. allcomplete, including removal of excavated earth with all lifts andleads (Length of pile for payment shall be measured upto bottomof pile cap).

20.2.2 400 mm dia piles Meter 1163.3 560 651448

9 20.3 Boring,with hydraulic piling rigs with power units, 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 not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite 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) :

10 20.3.2 400 mm dia piles Meter 2691 783 2107053

11 20.4 Extra over item No. 23.3 for providing additional bulb in underreamed piles, under specified dia meter (Only the quantity of extrabulbs areto be paid).

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

4.1.5 1.3.6 (1 Cement :4 coarse sand :8 graded stone agregate 40 mm nominal size) Cum 3434 695.7661790624999 2389261.0589006245

12 4.1.8 1.4.8 (1 Cement :4 coarse sand :8 graded stone agregate 40 mm nominal size) Cum 2975.2 6.254999999999999 18609.875999999997

13 4.1.3 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Cum 3998.1 32.94975 131736.395475

14 4.11 Providing and laying damp-proof Course 50 mm thick with cementconcrete 1:2:4(1cement:2:2 coarse sand :4 graded stone aggregate20mm nominal size) Sqm 245.6 22.525 5532.139999999999

15 5.1.2 Providing and laying in position specified mix of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement -all work upto plinth level.1:1.5:3(1 cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) Cum 4688.3 58.71 275250.093

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

5.33.1. All works up to plinth level

16 5.33.1.1 Concrete of M-25 grade with minimum cement content of 350 kg/cum Cum 5063.4 379.27456 1920418.807104

5.33.2 All work above Plinth level upto floor V Level.

17 5.33.2.1 Concrete of M-25 grade with minimum cement content of 350 kg/cum Cum 5863.2 782.6143974999999 4588624.735421999

18 5.5 Reinforced cement concrete work in arhes, archribs, domes, vaults, shells, folded plate and roofs having slope more than 150 upto floor five level excluding the cost of centring. Shuttering. Finishing and reinforement with 1:2:4(1 cement:2 coarse sand :4 graded stone aggregate 20mm nominal size) Cum 5677.1

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

19 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 211.6 913.091 193210.0556

20 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm 375.1

21 5.9.3 Suspended floors, roots, landings, balcnies and access platform. Sqm 437.5 2308.4774749999997 1009958.8953124998

22 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. Sqm 404.7 3326.6096000000002 1346278.90512

23 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts Sqm 494.4 1305.65026 645513.488544

24 5.9.7 Stairs,(excluding landings) except spiral-staircaces. Sqm 439.9 37.19325 16361.310674999999

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

25 5.22.7.A Thermo-Mechanically Treated bars TMTC-500-8mm dia. Kg 94.5 36176.51105400001 3418680.294603001

26 5.22.7.B Thermo-Mechanically Treated bars TMTC-500-10mm dia. Kg 92.6 38150.468559 3532733.3885633997

27 5.22.7.C Thermo-Mechanically Treated bars TMTC-500-12mm dia. Kg 90.8 31985.258203999998 2904261.4449231997

28 5.22.7.D Thermo-Mechanically Treated bars TMT Fe-500-I6mrn dia. Kg 91.7 51300.624066100005 4704267.226861371

29 5.22.7.E Thermo-Mechanically Treated bars TMT Fe-500-20mrn dia. Kg 91.7 21723.0168791 1992000.64781347

30 5.22.7.f Thermo-Mechanically Treated bars TMT Fe-500-25mrn dia. Kg 91.7 8257.24702015 757189.551747755

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

31 6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) Below Plinth Cum 4923 796.33630625 3920363.63566875

32 6.3C Extra tor Brick work in superstructure above plinth level upto floor V cum Cum 842.2 593.85718125 500146.51804875006

33 8.2.2 Providingand fixing18mmthickgangsawcut,mirror polished, premoulded and prepolished,machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of requiredsize,approvedshade, colourandtexture laidover20mm thick base cementmortar 1:4 (1 cement : 4coarse sand), joints treatedwithwhite cement, 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. Granite of any colour and shade Area of slab over 0.50 sqm Sqm 4401.2 22.76625 100198.8195

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).

35 9.76 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. Each 639.4 18 11509.199999999999

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

36 9.20.1 35 mm thick including stainless steel butt hinges with necessary screwssqm Sqm 2845.6 27.72 78880.03199999999

37 9.48.2 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 withapproved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc Kg 161.1 237.60000000000002 38277.36

38 26.86.2 Providing and fixing factory made single extruded WPC (Wood PolymerComposite) solid door/window/Clerestory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (SuspensionGrade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100gms) fabricated with miter joints after applying PVC solvent cement andscrewed with full body threaded star headed SS screws having minimumframe density of 750 kg/cum, screw withdrawal strength of 2200 N (Face)& 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulusof elasticity 900 N/mm2 and resistance to spread of flame of Class Acategory with property of being termite/borer proof, water/moistureproof and fire retardant and fixed in position with M.S hold fast/lugs/SSdash fasteners of required dia and length complete as per direction ofEngineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall bepaid for separately).Note: For WPC solid door/window frames, minus 5 mm tolerance indimensions i.e depth and width of profile shall be acceptable. Variation inprofile dimensions on plus side shall be acceptable but no extra paymenton this account shall be made. Frame size 45 x 85 mm Sqm 768.1 139.05 106804.30500000001

Providing and fixing factory made single extruded WPC (Wood PolymerComposite) solid decorative type flush door shutter of required sizecomprising of virgin polymer of K value 58-60 (Suspension Grade),calcium carbonate and natural fibers (wood powder/ rice husk/wheathusk) and non toxic additives (maximum toxicity index of 12 for 100 gms)having minimum density of 650 kg/cum and screw withdrawal strengthof 1800 N (Face) & 900 N (Edge), minimum compressive strength 50N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread offlame of Class A category with property of being termite/borer proof,water/moisture proof and fire retardant. WPC to be laminated with PVCfoil of minimum 14 microns thick of approved design pasted with hotmelt adhesive on both faces of shutter and fixing with stainless steel butthinges of required size with necessary full body threaded star headedcounter sunk S.S screws, all as per direction of Engineer-In- Charge.(Note: stainless steel butt hinges and necessary S.S screws shall be paidseparately)

37 Providing and fixing factory made uPVC white colour fixed glazed windows/ ventilators comprising of uPVC multi-chambered frame 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, 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 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 in dimension i.e. in depth & width of profile shall be acceptable

9.147.D.4 Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazingbead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). Sqm 9083.3 46.56 422918.448

Providing and fixing factory made uPVC white colour fixed glazed windows/ ventilators comprising of uPVC multi-chambered frame 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, 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 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 in dimension i.e. in depth & width of profile shall be acceptable

38 9.147B.1 Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) Sqm 6690.7 2.88 19269.216

39 9.53 Providing 40x5 mm flat iron hold fast 40 cm long including fixing to framewith 10 mm diameter bolts,nuts and wooden plugs and embeddings incement concrete block 30x10x15 cm 1:3:6 mix (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) Each 153.8 78 11996.400000000001

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

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

42 9.81.1 Providing and fixing bright finished brass handles with screws etc. complete: 125 mm Each 202.1 77 15561.699999999999

43 9.82 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. Each 108.1 44 4756.4

44 9.83 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. Each 979.5 26 25467

45 9.62.1 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :300x16mm Each 169 26 4394

46 9.7 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows(Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazedshutters 25 mm to 40 mm thick:

9.7.7.2 Float glass panes. 5.5 mm thick glass pane. Sqm 1576.5 46.739999999999995 73685.60999999999

47 10.39.1 Providing and fixing factory made ISI marked steel glazed doors, windowsand ventilators, side / top / centre hung, with beading and all members suchas F7D,F4B, K11 B and K12 B etc. complete of standard rolled steelsections, joints mitred and flash butt welded and sash bars tenoned andriveted, including providing and fixing of hinges, pivots, including primingcoat of approved steel primer , but excluding the cost of other fittings,complete all as per approved design, (sectional weight of only steelmembers shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarsesand : 6 graded stone aggregate 20 mm nominal size). kg 138.8 7 971.6000000000001

48 10.38.1 Providing and fixing factory made ISI marked steel glazed doors, windowsand ventilators, side / top / centre hung, with beading and all members suchas F7D,F4B, K11 B and K12 B etc. complete of standard rolled steelsections, joints mitred and flash butt welded and sash bars tenoned andriveted, including providing and fixing of hinges, pivots, including primingcoat of approved steel primer , but excluding the cost of other fittings,complete all as per approved design, (sectional weight of only steelmembers shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarsesand : 6 graded stone aggregate 20 mm nominal size). kg 876 7 6132

49 10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollowtubes,channels, plates etc., including welding, grinding, buffing, polishingand making curvature (wherever required) and fitting the same withnecessary stainless steel nuts and bolts complete, i/c fixing the railing withnecessary accessories & stainless steel dash fasteners , stainless steelbolts etc., of required size, on the top of the floor or the side of waist slabwith suitable arrangement as per approval of Engineer-in-charge, ( forpayment purpose only weight of stainless steel members shall beconsidered excluding fixing accessories such as nuts, bolts,fasteners etc.). kg 546.8 2335.608 1277110.4544

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 )

11.41A.2 Glazed vitrified floor tiles polished finish of size

51 11.41A.3.2 Glazed Vitrified tiles Matt/ Antiskid finish of size Size of Tile 600 x 1200 mm Sqm 1356 584.8499999999999 793056.5999999999

52 11.30.1 40 mm thick fine dressed stone flooring over 20 mm (average) thick base 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. Red Sand Stone Sqm 849.2 45 38214

53 10.32.2 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. In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works. Kg 114.6 15800.744999999999 1810765.3769999999

54 10.16.1 Steel work in built up tubular (round, square or rectangular hollow tubesetc.) trusses etc., including cutting, hoisting, fixing in position and applying apriming coat of approved steel primer, including welding and bolted withspecial shaped washers etc. complete Hot finished welded type tubes Kg 123.9 2800 346920

55 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming toIS : 15622 (Thickness to be specified by the manufacture) of approvedmake in all colours, shades except burgundy , bottle green , black ofany size as approved by Engineer-in-charge in skirting , risers of stepsand dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqmincluding pointing in white cement mixed with pigment of matchingshade complete. Sqm 795 389.48849999999993 309643.3574999999

56 11.56.1 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 slabover 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 includingrubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. Sqm 3605.2 164.57025 593308.6652999999

57 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as perbuilding specification and direction of E/l, Sqm 283.3 771.1968125 218480.05698125

58 11.79.1 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge: (a) 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern. Sqm 956.4 3547.8329999999996 3393147.4811999993

59 12.33A Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness and of approved size) on roofs jointed with cement mortar 1:4(1 cement :4 coarse sand )mixed with 2% integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4(1 cement::4 coarse sand )and finished neat complete Sqm 490.3 388.91479999999996 190684.92643999998

13.11 Cement plaster in course sand

12 mm cement plaster of mix:

13.24 6 mm cement plaster to ceiling of mix : 169 0

63 13.39.1 Extra for plastering done on moulding cornices or architraves including neat finish to line and level: In one coat Sqm 287.4 141.336 40619.9664

64 13.80 A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the lastered wall surface to prepare the surface even and smooth complete. Sqm 105.4 6039.0949 636520.6024600001

65 13.82B.1 Finishing with Epoxy paint (two or more coats) at alllocations prepared and applied as per manufacture's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work Sqm 120.5 108.5625 13081.78125

66 13.92.1 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: Sqm 86.4 3540.0043999999994 305856.38015999994

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

67 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 137 2161.3160000000003 296100.292

68 16.87.2 Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer in-Charge. With granite stone of all colour except black, cherry/ruby red of area more than 0.50 sqm. Sqm 3686.5 433.2375 1597130.04375

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

69 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 Cum 1310.4 419.304 549455.9616

70 16.78.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 Cum 1239.4 996.2255 1234721.8847

71 16.75 Providing and laying C.C. pavement of mix M-25 with ready mixedconcrete from batching plant. The ready mixed concrete shall be laidand finished with screed board vibrator , vacuum dewateringprocess and finally finished by floating, brooming with wire brush etc.complete as per specifications and directions of Engineer-incharge.(The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/ recoverableseparately). Cum 5842.7 108.65400000000001 634832.7258

72 16.52 Providing and fixing precast lime fly ash concrete blocks 1:2:3:6 (1lime: 2 fly ash : 3 coarse sand : 6 graded stone aggregate 20 mmnominal size), including finishing with 10mm thick cement mortar 1:3(1 cement : 3 coarse sand) in foot paths, including preparation ofsub grade with a hand rammer, laying 10 mm thick leveling courseof fine sand (jamuna sand) and filling the joints with fine sand Cum 5914.5 30 177435

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

73 20.6.1.1 Initial test Per Test 51510.6 3 154531.8

74 20.6.1.2 Routine test Per Test 18463.5 3 55390.5

75 22.8.1 Providing and laying integral cement based water proofing treatmentincluding prepatation of surface as required for treatment of roofs,balconies , terraces etc, consisting of following operations. (a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with proprietary water -proofing compound cleaning the surface before treatment, (b) Laying cement concrete using broken bricks / brick bats 25 mm to 100 mm size with 50 % of cement mortar 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water proofing compound conforming to IS : 2645 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water froofing compound conforming to IS 2545 to reuired slope and treating similary theadjoining walls upto 300 mm height including rounding of junctions, or walls ad slabs. (c) After two days of proper curing applying a secoung coat of cement slurry admixed with proprietary water proofing compound conforming to IS : 2645. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand ) admixed with proprietary water proofing compound conforming to IS : 2645 and finally finishing the surface with trowel with neat cement slurry and making of 300 x 300 mm square. (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 specifed by the Engineer-in-Charge With average thickness of 120 mm and minimum thickness at khurras point to be 65 .. Sqm 850.7 993.37 845059.859

76 26.30.2 Drilling suitable holes in reinforced or plain cement concrete withpower driven drill machine to a minimum depth of 100mm upto 200mmin RCC beams, lintels, columns and slabs to introduce steel bars forsunshades/balconies including fixing the steel bars in position usingepoxy resin anchor grout of approved make but excluding the cost ofreinforcement, all complete as per direction of Engineer-In-Charge. Each 102.3 30 3069

77 22.22A Providing and applying fibre reinforced elastomeric liquid water proofingmembrane with resilient acrylic polymers having Sun Reflectivity Index(SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm.One coat of self-priming of elastomeric waterproofing liquid (dilutionwith water in the ratio of 3:1) and two coats of undiluted elastomericwaterproofing liquid (dry film thickness of complete application/systemnot less than 500 microns). The operation shall be carried out afterscrapping and properly cleaning the surface to remove loose particleswith wire brushes, complete in all respect as per the direction of Engineerin-Charge. Sqm 415.9 10 4159

79 Difference of cost

ADD GST@ 5.36 %ON CIVIL ITEMS (BCD-2022) 3952573.13295507

PHE SOR ITEMS (B)

A SANITARY INSTALLATION

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

19.6.2 150 mm dia R.C.C. pipe Metre 410.7 467 191796.9

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 level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required:

104 17.1.1 White Vitreous china Orissa pattern W.C pan of size 580 x 440 mm with integral type foot rests. Each 4470.9 5 22354.5

17.3 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lif, 10 litre low level white vitreous china flushing cistern & C.P flush bend with fittings & C.I brackets, 40mm 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:

105 17.3.1 W.C pan with ISI marked white solid plastic seat and lid Each 5504.3 9 49538.700000000004

106 17.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430 x 260 x 350 mm and 340 x 410 x 265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions G.I. clamps, complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required:

17.4.1 Range of One urinal basins with 5 litre white P.V.C. automatic flushing cistern Each 3723 1 3723

17.4.2 Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern Each 5733.3 2 11466.6

17.4.3 Range of three urinal basins with 10 litre white P.V.C. automatic flushing cistern Each 7929 2 15858

107 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 40mm including painting of fittings and brackets, cutting and making good the walls wherever required:

109 17.10.1. Kitchen sink with drain board

8.1 Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50 cm deep and 1.8cm thick fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4(1 cement: 2 coarse sand: 4 graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth.

108 8.10.1 White Agaria Marble Stone Sqm 3061.2 3.75 11479.5

SOR 17.7 Providing and fixing wash basin with C.I brackets, 15mm C.P brass pillar taps, 32mm 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 630x450mm with a pair of 15mm C.P brass pillar taps. Each 2764.4 2 5528.8

111 17.28 Provding and fixing PVC waste pipe for sink & wash basin including PVC waste fittings complete

17.28.2 Semi rigid pipe

113 17.34 Provding and fixing Toilet Paper.holder

17.34.2 Vitreous china Each 332.9 8 2663.2

SOR 17.70 Providing and fixing PTMT Bottle Trap for Wash basin and sink.

17.70.1 Bottle trap 31mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling 77mm breadth with 25mm minimum water seal, weighing not less than 260 gms. Each 325.1 1 325.1

114 17.71 Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm 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 146.3 16 2340.8

115 17.72 Providing and fixing PTMT towel ring trapezodial shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colour. Weighing not less than 88 gms. Each 204.7 9 1842.3

116 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms Each 424 8 3392

117 17.31 Provding and fixing 600X450mm beveled edge mirror of superior glass complete with 6mm thick hard board ground fixed to wooden cieats with CP brass screws & washers complete. Each 1068.5 27 28849.5

118 18.7 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 as per direction of Engineer in Charge.

Internal work - Exposed on wall

18.7.2 20 mm Nominal outer dia pipes Metre 233.9 32 7484.8

18.7.3 25 mm Nominal outer dia pipes Metre 317.3 98 31095.4

18.7.4 32 mm Nominal outer dia pipes Metre 395.2 59 23316.8

18.7.5 40 mm Nominal outer dia pipes Metre 538.4 91 48994.4

18.7.6 50 mm Nominal outer dia pipes Metre 791 166 131306

119 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 as per direction of Engineer in Charge.

Concealed work, including cutting chases and making good the

18.8.1 15 mm Nominal outer dia pipes Metre 278.2 40 11128

18.8.2 20 mm Nominal outer dia pipes Metre 350.8 224 78579.2

18.8.3 25 mm Nominal outer dia pipes Metre 463.1 91 42142.1

18.8.4 32 mm Nominal outer dia pipes Metre 549.8 15 8247

120 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 outer dia pipes Metre 205.3 20 4106

18.9.3 25 mm nominal outer dia pipes Metre 294.7 297 87525.9

18.9.4 32 mm nominal outer dia pipes Metre 359.1 264 94802.40000000001

18.9.5 40 mm nominal outer dia pipes Metre 477.6 45 21492

18.9.6 50 mm nominal outer dia pipes Metre 730.3 10 7303

18.46 Providing and fixing G.I. union in G.I.pipe including cutting and threading the pipe and making long screws etc.

18.46.2 32 mm dia. Nominal bore Each 185.6 18 3340.7999999999997

18.46.3 32 mm dia. Nominal bore Each 265.9 24 6381.599999999999

18.46.4 32 mm dia. Nominal bore Each 306 12 3672

18.46.5 40 mm dia. Nominal bore Each 419.7 15 6295.5

18.46.6 50 mm dia. Nominal bore Each 565.6 10 5656

121 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions.

18.21.2 45 cm length

18.21.2.1 15 mm Nominal bore Each. 85.2 60 5112

122 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality.

18.17.1A 20 mm Nominal bore Each. 465.4 19 8842.6

18.17.2 32 mm Nominal bore Each. 589.9 14 8258.6

18.17.4 50 mm Nominal bore Each. 878.2 13 11416.6

SOR 18.15 Providing and fixing brass bib cock of approved quality

18.15.1 15 mm Nominal bore Each. 303.8 10 3038

123 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end).

18.19.2 32mm nominal bore

18.19.2.2 Vertical Each. 777.9 4 3111.6

18.19.3 40 mm Nominoal Bore

18.19.3.2 Vertical Each 1049.2 1 1049.2

C.P. BRASS FITTINGS

124 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS :8931.

18.49.1 15 mm Nominal bore Each 434.2 15 6513

125 18.5 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.

18.50.1 15 mm Nominal bore Each 715.1 46 32894.6

126 18.53 Providing and fixing C.P brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931

127 18.58 Providing and fixing PTMT grating of approved quality and colour.

18.58.2 Rectangular type with openable circular lid

18.58.2.1 150 mm nominal size square 100 mm diameter of the inner hinged round grating Each 169.7 55 9333.5

128 18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet

18.22.1 100 mm diameter Each 166.3 8 1330.4

129 18.33 Constructing masonry Chamber 60 x 60 x 75 cm inside, in brick work in cement mortar 1:4(1 cement: 4 coarse sand) for sluice valve, with C.I surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) i/c necesary excavation, foundation concrete 1:5:10( 1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3( 1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:

18.33.1 With common burnt clay F.P.S (non modular) bricks of class designation 100 A Each 7210.6 3 21631.800000000003

130 18.48 Providing and placing on terrace polythethylene 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. (2000x2=4000) per litre 9.7 26000 252199.99999999997

SOR 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 96.8 22 2129.6

132 Derived (Drains) Supplying materials, labour for constructing Rcc drains of following sizes & as per sections given in the Drawings & Designs, all complete as per specifications and direction of Engineer-in-charge.

Drain type-D2 Rectangular Section, Width 450 mm x 550 mm Avg Deep (varying from 450 to 650 mm) Meter 3481.8761581765984 503 1751383.707562829

2.10.1.2 Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia Metre 391.7 453.6 177675.12

133 19.01 Providing, laying and jointing glazed stoneware pipes class SP-1 'A' with stiff mixture of cement mortar in the proportion of 1:1(1 cement: 1 fine sand) including testing of joints etc. complete.

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

19.2.2 150mm diameter S.W pipe Meter 494.4 21.6 10679.04

134 19.4 Providing and fixing square mouth SW gully trap grade A complete with CI grating brick masonry chamber with water tight CI cover with frame of 300X300mm size(inside) the wt. of cover to be not less than4.50kg. And frame to not less than 2.70 kg. as/standard design

19.4.3 180x150mmsize p type

19.4.3.1 With F.P.S. bricks designation 7.5 Each 1994.1 18 35893.799999999996

136 19.7 Constructing brick masonry manhole in cement mortar 1:4(1 cement: 4 coarse sand) R.C.C top slab with 1:2:4 mix (1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand:8 graded stone aggregate 40mm nominal size) inside plastering 12mm 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 20mm nominal size) finished with a floating coat of neat cement complete as per standard design:

19.7.1 Inside size 90x80cm and 45cm deep including C.I cover with frame (light duty) 455x610mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg)

19.7.1.1 With common burnt clay F.P.S (non modular) bricks of class designation 7.5 Each 7914.7 14 110805.8

137 19.8 Extra for depth for manholes

19.8.1 Size 90x80cm

19.8.1.1 With F.P.S bricks class designation 75 Metre 5660 1.4000000000000001 7924.000000000001

138 19.3 Constructing brick masonry chamber for underground C.I inspection chamber and bends with 75 class designation bricks in cement mortr 1:4( 1 cement: 4 coarse sand) C.I cover with frame (light duty) 455x610mm internal dimensions, total weight of cover with frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) R.C.C top slab ith 1:2:4 mix ( 1 cement: 2 coarse sand:4 graded stone aggregate 20mm nominal size) foundtion concrete 1:5:10( 1 cement: 5 fine sand:10 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:

19.30.1 Inside dimensions 455x610mm and 45cm deep for single pipe line:

139 19.31 Extra for depth beyond 45cm of brick masonry chamber:

19.31.1 For 455x610mm size

140 19.32 Making soak pit 2.5 m diameter 3.0 meter deep with 45x45 cm dry brick honey comb shaft with brick of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.

19.32.1 With F.P.S. bricks Each 33603.4 5 168017

Derived (Septic Tanks ) Supplying materials, labour for constructing Septic Tanks of following sizes & as per sections given in the Drawings & Designs, all complete as per specifications and direction of Engineer-in-charge.

D.1 Septic tank [5.0 mtr (long) x 1.5 mtr (wide) x 2.25 mtr (deep) {of inside finished size as per design & drawings}] Each 239752 2 479504

D.2 Septic tank [4.0 mtr (long) x 1.2 mtr (wide) x 2.25 mtr (deep) {of inside finished size as per design & drawings}] Each 141245 1 141245

FP-1 Supplying materials, labour for constructing Drain filter pit size-1.20 x 0.90 X 1.20 M. deep as per sections given in the Drawings & Designs, all complete as per specifications and direction of Engineer-in-charge. Each 21748

R1 Rain water harvesting pit-2 (size- 4.0 X 1.5 X 2.0 M. deep + 0.50 M. free board) capacity 12000 LITS. approx & filter pit (size- 1.20 X 0.90 X 1.20 M. deep) Each 244017 1 244017

D TUBE WELL X 1 NOS.

141 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.

24.1.1 All types of soil

142 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 direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level.

24.2.1 All types of soil

143 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.

24.3.1 100 mm nominal size dia Mtrs. 546.1 90 49149

24.3.2 150 mm nominal size dia Mtrs. 660.1 134 88453.40000000001

144 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.

24.4.1 100 mm nominal size dia Metre 573.1 60 34386

24.4.2 150 mm nominal size dia Metre 673.5 12 8082

145 24.6 Supplying , filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the Recharge Pit,over the existing layer boulders in the required thickness ,for all leads & lifts. All complete as per direction of Engineer-in-charge Cum 1195.6 6 7173.599999999999

146 24.8 Gravels packing in tubewell construction in accordance with IS 4097 including providing graval fine/ medium/ coarse,in required grading & sizes as per actual requirement,all complete as per direction of Engineer-in charge. cu_m 1343.2 14.16 19019.712

147 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. Hrs 916.8 72 66009.59999999999

148 24.13 Providing & fixing suitable size threaded mild steel cap or spot welded plate to the top of borewell housing/ casing pipe ,removable as per requirement,all complete for borewell of,

149 24.14 Providing & fixing MS clamp of required dia to the top of housing/casing pipe of,removable as pe tubewell as per IS;2800(part-I), including necessary bolts & nuts of required size complete

150 24.15 Providing & fixing Bail plug/ bottom plug of required dia to the bottom of pipe assembly as per IS;2800(part-I),

E RAIN WATER PIPE

151 12.78 Providing and fixing on wall face PVC (working pressure 4kgf 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.

12.78.2 110 mm diameter Metre 257.5 186 47895

152 12.79 Providing and fixing on wall face PVC moulded fitting / accessories for rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10 mm gap for thermal expansion.

12.79.1 Coupler

12.79.2 Single pushfit Coupler:

12.79.3 Single tee with door

155 12.8 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50 x 50 x 50 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.

156 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 47.9 38 1820.2

Derived (Harvesting tank & Filtter pit) Rain water harvesting tank (size- 6.0 X 2.0 X 2.175 M. deep + 0.775 M. free board) capacity 26000 LITS. approx & filter pit (size- 1.20 X 0.90 X 1.20 M. deep) Each 438239 1 438239

ADD GST@ 5.36 %ON PLUMBING SOR ITEMS (BCD-2022) 311082.8620405676

ELECTRIC SOR ITEMS (C)

157 S.O.R 1.3.3 (C) Wiring for light point / fan point / exhaust fan point / call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface recessed medium class PVC conduit, with modular switch, modular plate, suitable Cl box and earthing the point with 1.5 sq. min. FR PVC insulated copper conductor single core cable etc as required. Group C Point 1146 387 443502

158 1. 1.7.2 Wiring for Pole light wiring point along with earth wire with 2x2.5 sq. mm +1x2.5 FR PVC insulated copper conductor single core cable in surface / recessed medium PVC conduit. as required, all complete as per instructions of Elec.Er./ Architect. Meter 246 544 133824

159 SOR 1.24.1 1.24.4 Supplying and fixing 5 pin, 5/6 amps socket outlet and 5/6 amps Modular type switch connection etc up-on switch board, as required.all complete as per instructions of Elec.Er / Architect. Set 194 42 8148

160 SOR 1.31 Supplying and fixing 1nos Modular type 6Amp 5pin socket with 6Amps switch, Modular Plate, suitable size PVC/G.I. box as required. all complete as per instructions of Elec.Er. / Architect. Each 414 48 19872

161 SOR 1.56 Supplying and fixing suitable size GI box with rnodular plate and cover in front on surface or in recess, including providing and fixing 3 nos. 5 pin 5/6 amps modular socket outlet and 2 nos. 5/6 amps modular switch, connection etc. Set 778 82 63796

162 S0R 1.32 Supplying and fixing 1nos Modular type 15Amp 6 pin socket with 15Amps switch, Modular Plate, suitable size PVC/G.I. box as required. all complete as per instructions of Elec.Er. / Architect. Each 531 68 36108

163 SOR 2.19 Supplying and fixing 20Amp 240 volts SPN MCB industrial type, power socket with 25Amp SPN MCB and 25 Amps Top in proper size steel box and plate as required. all complete as per instructions of Elec.Er. / Architect. Each 1513 20 30260

SOR 2.32 Supplying and fixing Cable end box (Loose wire box, lP43) suitable for following pole and neutral, sheet steel, MCB distribution board, 2401415 V, on surface /recess complete with testing and commissioning etc. as required.

164 2.32.1 For 6 way, Double door SPN MCB DB Each 111 1 111

165 2.32.3 For 14 way, Double door SPN MCB DB Each 872 1 872

166 2.32.4 For 4 way, Double door TPN MCB DB Each 1064 0 0

167 2.32.5 For 6 way, Double door TPN MCB DB Each 1111 6 6666

SOR 2.8 Supplying and fixing following way single pole & neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCBilsolator)

168 2.8.2 2+4 way, Single door Each 1399 1 1399

169 2.8.4 2+10 way, Single door Each 1972 1 1972

170 2.8.8 14 way, Double door Each 3201 4 12804

SOR 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/lsolator)

171 2.9.2 6 way ( 4 + 18 ), Double door, horizontal type Each 5132 6 30792

SOR 2.12 Supptying and fixing following rating, 24Al4L5 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

172 2.12.L 6 A to 32'A, Single pole Each 237 84 19908

174 2.L2.5 40 A to 63 A, Single pole Each 551 5 2755

SOR 1.33 Supplying and fixing ceilling rose 2 pin 6amps on exisiting junction box/ wooden block including connection etc. as required. Each 64 128 8192

175 SOR 1.34 Supplying and fixing brass/ angle holderon exisiting junction box/ wooden block including connection etc. as required. Each 89 60 5340

176 SOR 1.23.9 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 311 67 20837

SOR 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.

177 1.7.1 2x1.5 sq. Mm +1x1,5 sq. Mm earth wire Metre 327 678 221706

178 1.7.2 2x2.5 sq. Mm +1x2.5 sq. Mm earth wire Metre 369 2340 863460

178 1.7.3 2x4sq. Mm +1x4 sq. Mm earth wire Metre 428 1584 677952

179 1.7.8 4X4sq.mm+ 1X4sq.mm earth wire Metre 677 42 28434

180 1.7.9 4X6sq.mm+ 1X4sq.mm earth wire Metre 924 198 182952

L.T LINE CANTROL PANEL-125A TPN

181 SOR 2.5.5 Providing and fixing 400amps 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. Each 19048 1 19048

182 SOR 2.4.5 Providing and fixing 250A, rating and 36ka.breaking capacity MCCB (TPN) in made of existing1.6mm thick sheet steel enclosure duly painted with powder coating, wall straps cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required Each 18646 1 18646

183 SOR 2.7.6 Providing and fixing 200A 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. Each 18271 1 18271

184 SOR 2.12.2 Supptying and fixing for D.B., 16A/32A rating, 240 volts, SPN "C"curve, miniature circuit breaker suitable for inductive loads of two poles in the existing panel complete with connections, testing and commissioning etc. as required' Each 606 2 1212

185 SOR 2.12.4 Supplying and fixing 32A 10KA rating, four pole, 415V isolator in the existing panel complete with connections, testing and commissioninq etc. as required. Each 1282 1 1282

186 SOR 2.12.8 Supplying and fixing 40A 10KA rating, four pole, 415V isolator in the existing panel complete with connections, testing and commissioninq etc. as required. Each 2329 5 11645

187 SOR 8.10.4 Supply and fixing digital voltmeter, three phase in the existing cubical panel board including drilling holes in the panel board, making connection etc as required. Each 1337 1 1337

188 SOR 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 asrequired. Each 6536 1 6536

189 SOR 2319 Providing and fixing slector switch for analog ammmeter as per require load in amps on front side in excluding cubical panel as required. Each 298 2 596

190 2318 SOR Providing and fixing Pilot lamp for indicator on front side in excluding cubical panel as required. Each 91 3 273

191 SOR 2.20 Providing and fixing M.V danger notice plate of 200mmx150mm made of mild steel at least 2mm thick, vitreius enameled white on both side and with inscription in singale red colour on front side in excluding cubical panel as required. Each 214 1 214

192 SOR 2.20 Providing and fixing wall mounting iron sheet cubical panel board, fabricated with 16 SWG guage Iron sheet, sutable size for panel mounted disconnector, including, busbar chamer, insulator, nut-bolt and painting etc. as per require. size made 5'-0''x 4'-0''x20''=20 SQ. FT. SQ. FT 2261 20 45220

SUPPLY & MAKING OF EARTHPITS

193 S.O.R 3.13 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 Supply, 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 pit.Coution 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. Each 16675 8 133400

1 SOR 3.13 Supplying and laying earth connection from earth electrode with 4.00 mm dia copper wire in 15 mm dia G.l. pipe from earth electrode including connecion with copper thimble excavation and refilling etc. as required. Metre 367 65 23855

194 SOR 3.7 Supplying and laying 6 SWG G.l. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with Gl thimble as required. Metre 37 165 6105

SUPPLY OF FIXTURES & FANS

195 2. 5.4 SOR Supplying and fixing replaceable compact commercial batten suitable for Singal TB LED tube complete with 20 watt LED polycarbonate TB tube with built in driver etc. directly on wall/ ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor etc. asrequired. Each 834 50 41700

196 5.7 SOR Supplying and fixing reces mounted following types LED 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. 0

197 5.14.5 Supplying and fixing 120 watts. types LED Flood light with minimum efficacy 100 lm/w in die cast aluminium housing, toughened glass, lP 66 protection and complete with electronic driver etc on poleibuilding including connection earthing the body etc as required. Each 6654 109 725286

198 6.1.4 SOR Supplying and fixing of 9/10 watt LED lamp types lamp in the existing electrical fitting/ fixtures etc. as required Each 161 60 9660

199 8.17 SOR Supply and installation of following 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.

200 8.15 SOR 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 2482 67 166294

201 SOR 8.22..1 Supply and erection of 6 metre height Hot-dip galvanized octagonal street Iight pole with Single arm, 1000 mm arm with top dia 70 mm and bottom dia A/F 130 mm, made of 3 mm thicksheet along with base plate of size 220 X 220 X 12 mm, small door opening for junction box mounting including 6A-'C' series S P MCB, connector, and suitable size foundation bolts with template as required.(but without pole foundation) Each 24982 27 674514

202 SOR 8.22..2 Supply and erection of 6 metre height Hot-dip galvanized octagonal street Iight pole with Two arm, 1000 mm arm with top dia 70 mm and bottom dia A/F 130 mm, made of 3 mm thicksheet along with base plate of size 220 X 220 X 12 mm, small door opening for junction box mounting including 6A-'C' series S P MCB, connector, and suitable size foundation bolts with template as required.(but without pole foundation) Each 26191 41 1073831

SUPPLY & LAYING MAIN & SUBMAIN OF CABLE )

SOR 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.

SOR 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.

HORTICULTURE SOR ITEMS (D)

208 23.1 Trenching in ordinary soil upto a depth of 60 cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge of/and manure before and after flooding trench with water (encluding cost of importedearth,sludge or manure). cum 44.7 220 9834

209 23.2 Supplying and stacking of good earth at site including royalty but excluding carriage (earth measusred in stacks will be reduced by 20% for payment).. Cum 143.5 180 25830

209 23.3 Supplying and stacking sludge at site in icludung royalty & all lead and lift etc· (sludge measured in stacks will be reduced by 8% for payment) cum 282.6 60 16956

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

210 23.4.3 Screened through sieve of l.S. designation 4.75 mm cum 315.8 220 69476

211 23.5 Rough dressing the trenched ground including breaking clods. 100SQM 85.9 60 5154

212 23.6 Uprooting weeds form the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. 100SQM 283.6 260 73736

213 23.7 Fine dressing the ground 100SQM 208.8 40 8352

214 23.8 Spreading of sludge, dump manure or/and good earth in required thickness (Cost of sludge, dump manure or/and good earth to be paid separately). cum 30.1 480 14448

215 23.9 Mixing earth and sjudge or manure in porportion specified or directed. cum 20.9 220 4598

216 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.

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

217 23.11 Renovating lawns including weeding.cheeling the grass,forking the ground, top dressing with sludge or manure,mixing the same with forked soil,watering and maintaining the lawn for 30 days or more till the grass forms a thich lawn free from weeds and fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or manure. 100SQM 1964.1 2 3928.2

218 23.13 Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%). flooding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as drected, within a lead of 50 m lift upto 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). cum 126.9 40 5076

219 23.14 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2;1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water,dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately):

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

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

220 23.2 Filling mixture of earth and sludge or manure in the deisired proportion in trenches, flooding with water and levelling (cost of supplying earth and sludge nr manure and mixing excluded). cum 10.3 240 2472

ADD GST@ 5.36 % ON HORTICULTURE SOR ITEMS (BCD-2022) 14707.145344

221 DSR 2020 TREES

222 DSR-7.16 Cassia fastula each 65 5 325

223 DSR-7.24 Delonix regia each 60 4 240

224 DSR-7.42 Foxtail palm each 230 5 1150

225 DSR-7.21 Chorisia speciosa each 80 5 400

226 DSR-7.20 Phoenix roebelenii each 65 18 1170

227 DSR-7.7 Bauhinia variegata each 80 4 320

228 DSR-8.54 Nyctanthes arbortristis each 40 9 360

229 DSR-4.32 Pelargonium 134.3 20 2686

230 DSR-4.26 Bellis perennis each 43.05 20 861

230 DSR-10035 Croton Golden each 55 22 1210

231 DSR-10055 Dracaena Rosea each 44 20 880

231 DSR-4.6 Asiatic lilly hybrid each 129 20 2580

232 DSR-4.11 Calendula each 54.35 20 1087

232 DSR-9.10 Passiflora incarnata each 50 20 1000

233 DSR-4.93 ROSE each 150 20 3000

233 DSR-6.31 Wedelia trilobata, each 15 12 180

234 DSR-8.30 Gardenia jasminoides 50 8 400

235 DSR-5.33 Golden Bottle brush each 973.75 2 1947.5

235 DSR-5.25 Ficus reginold each 377.2 10 3772

236 DSR-8.72 Tecoma stans each 120 3 360

236 DSR-8,43 Largerstroemia indica each 40 2 80

237 DSR-10391 Mussaenda erythrophylla each 110 10 1100

237 DSR-7.72 Plumeria rubra each 400 16 6400

238 DSR-7.14 Callistemon lanceolatus each 65 10 650

238 DSR-8.49 Cascabela Thevetia each 30 19 570

239 DSR-8.59 Tabernaemontana coronaria each 45 12 540

239 DSR-8,4 Caesalpinia pulcherrima each 45 4 180

240 DSR-4.25 Dahlia pinnata each 25.65 280 7182

240 DSR-10310 michelia champaca each 90 3 270

241 DSR-8.391 Hibiscus variegated each 180 11 1980

FLOWER BEDS (SEASONAL,EVERGREEN)

242 DSR-10123 Pelargorium 131 25 3275

243 DSR-4.26 Bellis perennis each 43.05 20 861

244 DSR-10161 Verbena officinalis each 63 15 945

245 DSR-6.11 Daniella variegated, each 30 20 600

247 DSR-10190 bird of paradise each 380 4 1520

247 DSR-6.29 Tradescantia, each 21 25 525

248 DSR-8.13 Cestrum nocturnum each 40 8 320

248 DSR-4.89 Canna dwarf each 35.9 4 143.6

249 DSR-4.86 Zinnia hybrid each 43.05 10 430.5

249 DSR-4.75 Gaillardia each 54.35 4 217.4

250 DSR-10325 plumeria alba each 225 4 900

251 DSR-4.79 Portulaca each 86.1 4 344.4

FLOWERING CLIMBERS FOR TRELLIE

252 DSR-9.8 Trachelospermum jasminoides 30 2 60

253 DSR-9.4 Bourgainvellia each 40 8 320

254 DSR-9.1 Allamanda cathartica each 45 2 90

256 DSR-2.33 Zoysia teunifolia (mexican grass) 214.4 220 47168

257 DSR-2.34 Cynodon dactylon (doob grass) 1 SQM 87.5 220 19250

258 DSR-10005 cynodon sp. (bermuda grass) 1 SQM 25 220 5500

259 DSR-10236 Duranta Golden, 20 20 400

260 DSR-10240 Iresine herbstii, each 15 8 120

261 DSR-10233 Chlorophytum-variegated, each 20 8 160

262 DSR-10248 Setcreasea purpurea each 20 8 160

263 DSR-10187 Bamboo Buddha valley each 450 8 3600

264 DSR-10262 Bauhinia blakeana each 80 3 240

265 DSR-10313 Mimusops elengi (150-165 cm) each 75 2 150

266 DSR-10264 Bombax ceiba each 70 7 490

267 DSR-10268 Butea frondosa (Flame of forest) each 55 4 220

268 DSR-10285 Ficus bengalensis krishna each 120 1 120

269 DSR-10312 Millingtonia hortensis each 70 2 140

270 DSR-10337 Spathodea campanulata each 75 4 300

271 DSR-10282 Ficus benjamina (green), each 180 6 1080

272 DSR-10335 Saraca indica each 80 4 320

273 DSR-10305 Lagerstroemia flosreginae each 120 8 960

274 DSR-10303 Jacaranda mimosifolia each 60 7 420

275 DSR-10336 Schleichera trijuga each 70 3 210

276 DSR-10287 Ficus infectoria each 65 2 130

277 DSR-10258 Albizia lebbeck each 65 3 195

278 DSR-10334 Putranjiva roxburghii each 45 2 90

279 DSR-10343 Terminalia arjuna each 60 3 180

280 DSR-10329 Polyalthia longifolia (150-165 cm) each 80 27 2160

281 DSR-10259 Alstonia scholaris each 65 1 65

282 DSR-10319 Phyllanthus emblica each 90 2 180

283 DSR-8.47 Murraya Koenigii spreng (Kadipatta/meetha neem), ht. 45-60 cm each 25 10 250

284 DSR-8.46 Murraya exotica (syn. Murraya paniculata), ht. 45-60 cm each 15 11 165

285 DSR-4.29 Dianthus in different colour, 30 cm ht., 25 cm pot each 54.35 20 1087

286 DSR-4.40 Marigold (Tagetes) Inca hybrid each 64.6 20 1292

Seigniorage Fee 480386.99

COMPREHENSIVE TOURISM ORIENTED DEVELOPMENT OF MAA KATYAYANI STHAN IN KHAGARIA DISTRICT (PHASE-02)

Bill of Quantity

(Each Item rate must be filled)

NON-SCHDULE ITEM

Sr. No. Item No. Description of Items Unit Quantity Amount (Rs.)

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

288 NSR-4 Providing and fixing lockable openable system Aluminum works for openable doors applications of TOSTEM make . The extruded aluminium sections should be made from Grade 6063 & Anodized with Texguard coating , silicon coated to suit marine atmosphere . All profiles should be Non insulated Profiles. Corner connection will be Butt joint with Screw using Nano gaskets for sealing. All other major accessories should also be made by the same manufacturer. All panels will have no visible hinge or connecting hardware and shall not be connected on any side of the outer frame . The outer frame Depth will be 72 mm. All materials which are used should be corrosion-resistant so that they are good functioning in different environments and that there are no negative influences either on the aluminium or on the surface treatment.. The system should allow the application of glazing or panels with thickness up to 8mm. System should have a 10-year warranty on properties, functionality and design, within restrictions defined by technical specifications of anodizing & 1-year warranty on wearing parts only applies to normal and realistically foreseeable use. Sqm 19.98

289 NSR-6 Providing, fabricating and fixing Male/Female Toilet Signage Board of size 200 mm × 300 mm, made out of 3 mm thick acrylic sheet of approved colour and finish, with high-quality UV printed/self-adhesive vinyl international male/female pictogram and bilingual lettering “MALE / पुरुष” or “FEMALE / महिला”, including necessary SS screws/spacers, adhesive, drilling, fixing accessories, making good the surface and all labour, materials and incidental charges, complete in all respects as per approved sample/design and direction of Engineer-in-Charge. Sqm 1

290 NSR-7 Providing and applying concrete wood grain & leaf textured finish on plastered surface using approved cement-based texture compound and specialized wood-grain rollers and moulds, including surface cleaning, application of bonding coat, texture application, imprinting of wood grain pattern, curing, colouring in wood shades and application of exterior-grade clear protective coating, complete as per drawings and direction of Engineer-in-Charge. Sqm 224.211

291 NSR-8 Providing, fabricating and fixing ornamental outdoor seating bench made entirely of first-quality red sandstone, of overall size approximately 1800 mm long × 500 mm wide × 450 mm high, comprising 75 mm thick dressed stone seat slab supported on solid red sandstone pedestal legs/supports of minimum 100 mm thickness, complete as per approved architectural design and drawing. Each 30

292 NSR-5 Providing and laying approved quality anti-skid rubber mat / rubber flooring of required thickness, colour, texture and pattern, conforming to relevant IS specifications, over already prepared finished base, including surface cleaning and preparation, application of approved adhesive/PU adhesive as per manufacturer’s specification, cutting to required size and shape, proper jointing, matching of pattern, rolling/pressing, edge finishing, fixing around corners and obstructions, wastage, labour, tools and tackles, complete in all respects as per approved sample and as directed by Engineer-in-Charge. Sqm 730.9799999999999

293 NSR-6 Providing and laying Cobble stone 50 mm thick of 125 mm x 125 mm size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge Sqm 50.699999999999996

294 NSR-8 Providing and fixing FRP children's slide of 1.5–2.0 m platform height with minimum 5 mm thick smooth FRP chute, MS/GI tubular support, ladder, anti-skid steps, handrails and safety guards, including powder coating, anchoring and M20 concrete foundation complete. Each 1

295 NSR-9 Providing and fixing double swing comprising heavy-duty MS/GI tubular frame, reinforced rubber seats, GI/SS chains, bearing/bush suspension system, safety fittings, powder coating, anchoring and M20 concrete foundation complete. Each 1

296 NSR-10 Providing and fixing 2/4 seater See-Saw comprising heavy-duty MS tubular beam, central pivot/bearing arrangement, LLDPE/FRP seats, hand grips and rubber safety buffers, including powder coating, anchoring and M20 concrete foundation complete. Each 1

297 NSR-11 Providing and fixing Spring Rider comprising UV-stabilized LLDPE moulded body, heavy-duty spring steel coil, hand grips, foot rests and MS base plate, including powder coating, anchor bolts and M20 concrete foundation complete. Each 1

298 NSR-12 Providing and fixing Balance Beam comprising MS RHS/HDPE walking member of approximately 100–150 mm width supported on MS/GI frame at about 300–450 mm height, with anti-skid surface, powder coating, anchoring and M20 concrete foundation complete. Each 1

299 NSR 9- Providing, supplying, installing, testing and commissioning of fully automatic drinking water RO plant of 250 LPH capacity including pre-filtration system, high pressure pump, RO membranes, pressure vessels, electrical control panel, interconnecting piping, valves, gauges, complete in all respect as required. Each 1

PHE NSR ITEMS (B')

300 MR Providing & fixing wall wall hung w.c with UF soft close set over hinges assecerries set size 360x500x380 mm,Jaquar ,cat.no -LYS - WHT -38953BIUFSM. or equivalent & Concealed Single piece slim concealed cistern cat.no -JCS - WHT -2400WS.with Flusing Control plate cat.no -JCP -CHR -372415.all complete. specification and direction of Engineer-in-charge. Each 9

301 MR Providing and fixing counter basin size- (mm) 190x550x430 (Jaquar,CAT NO- FLS-wht-5701) including fixing and all accessories as per manufacturers specification and direction of Engineer-in-charge. Each 17

MR Provding and fixing PVC Soil ,Waste & vent pipes all complete

302 110 mm dia metre 236

303 40 mm dia metre 72

MR Provding and fixing PVC fittings all complete as/specification & directionof E/I

304 110 mm vent cowel Each 26

305 110 mm plain bend Each 97

306 110 mm door bend Each 34

307 110 mm dia X 45 Bend Each 21

308 110 X 110 mm dia plain - y Each 23

309 110 X 110 mm dia plain tee Each 16

310 110 mm pipe clip Each 168

311 110 X110 mm dia p-trap Each 60

312 40 mm elbow Each 90

313 40 mm plain tee Each 36

314 110 X 110 mm dia door tee Each 21

315 MR Providing Paper holder (jaguar AKP-35753PS) or Equivalent Each 9

316 MR Providing Towel Ring (Jaquar product No. AKP-35751P ) or equivalent Each 10

317 MR Soap dispenser (jaguar AKP-35735P) or equivalent Each 11

318 MR CP brass 2-way bib cock with wall flange(Kubix-F) 15mm(jaguar -KUP-35041PM) or equivalent Each 9

319 MR 110 mm dia cp jali Each 17

D TUBE WELL X 1 NOS.

320 MR Establishment of -2HP of submersible pump set of approved brand and make, all complete Each 3

321 MR Providing and fixing Table top wash basin size- (mm) 500x425x130 (Jaquar,CAT NO- FLS-WHT-5935) or equivalent including fixing and all accessories as per manufacturers specification and direction of Engineer-in-charge. Each 28

MR Provding and fixing PVC Soil ,Waste & vent pipes all complete

322 110 mm dia metre 182

323 40 mm dia metre 16

C.P. BRASS FITTINGS

324 MR CP brass 2-way bib cock with wall flange(Kubix-F) 15mm(jaguar -KUP-35041PM) or equivalent Each 20

325 MR 110 mm dia cp jali Each

326 MR Providing & Fixing angle stop cock ,15 mm dia nominal bore (Jaquar -KUP-35053PM) or equivalent Each 16

327 MR Providing & Fixing Soap Dish Holder (Jaquar product No. AKP-CHR-35731P) Each 8

328 MR Providing and Fixing Wall Mixer 3-in-1 System (Jaquar product No KUP-35125PM) Each 8

329 MR Providing and Fixing Overhead Shower with Arm (Jaquar product No OHS-35495 ) Each 8

330 MR Providing and Fixing Hand Shower with Shower Tube (jaquar Product No HSH-1717 ) Each 8

331 MR Providing Towel Rail (Jaquar product No. AKP-CHR-35701PS ) Each 8

ELECTRIC & LIGHTING NSR ITEMS (C')

332 NSR-E1 Providing and fixing 3000 mm decorative pole light, made in mild aluminium diecast, laser cut, 60Watt Led and finished to colour of choice and Lazer Model as per direction of engineer incharge or Architect Each 30

333 NSR-E2 Providing and fixing 1200 mm decorative pole light, made in mild aluminium diecast, laser cut, 20 Watt Led and finished to colour of choice and Lazer Model as per direction of engineer incharge or Architect Each 40

334 NSR-E3 Providing and fixing 6wx2 Up down wall washer IP 66 Grade as per direction of engineer incharge or Architect Each 10

335 NSR-E4 Providing and fixing 6watt Spike light IP68 Grade as per direction of engineer incharge or Architect Each 10

336 NSR-E5 Providing and fixing Ground Burial Light recessed as per direction of engineer incharge or Architect Each 15

337 NSR-E6 Providing and fixing Ground Burial linear Light recessed as per direction of engineer incharge or Architect Each 10

338 NSR-E7 Providing and fixing 6watt Base Mount light IP68 Grade as per direction of engineer incharge or Architect Each 10