Renovation of the 6th & 7th Floors of the BSFC Building

INFRASTURUCTURE DEVELOPMENT AUTHORITY First Floor, Udyog Bhawan, East of Gandhi Maidan, Patna

TECHNICAL BID SHEET

TENDER NUMBER 23/TEN/IDA/26 DATE OF ISSUE OF TENDER 19.08.2026

NAME OF WORK Renovation of the 6th & 7th Floors of the BSFC Building के कार्य | COST OF WORK AS PER BOQ Rs. 5,803,966.00

BID SECURITY (EARNEST MONEY DEPOSIT) AMOUNT Rs. 116,500.00 COMPLETION PERIOD IN MONTHS 2.0

NAME OF TENDERER ALL COLOURED CELL IS TO BE FILLED ACCORDINGLY

ADDRESS, E-MAIL & MOBILE NUMBER OF TENDERER

S.N. ITEMS REQUIREMENT REMARKS

1 REGISTRATION (Any Contractor Registered in appropriate category with Central Government / Any State Government / Any Public Sector Undertakings or an Agency of National or International repute may tender but Registration with Infrastructure Development Authority will be essential after issue of Letter Of Acceptance.) Department

Registration No.

Date of Validity

2 ELECTRICAL LICENSE REGISTRATION Attach Valid Self Electrical License Or Sub Contractor's Electrical License With Affidavit (Attach An Affidavit As Per Format Prescribed In F2-Annexure I on Or After Date Of Tender, Duly Attested By An Executive Magistrate). Department

Registration No.

Date of Validity

3 LEGAL STATUS OF BIDDER (i) Individual/Partnership/Pvt. Ltd./Public Ltd/Joint Venture

(ii) Place of Registration.

(iii) Principal Place of Business

(iv) Power of Attorney of Signatory Bid

4 PERMANENT ACCOUNT NUMBER (PAN) Attach Copy of PAN

5 GST REGISTRATION Attach Copy of GST

6 COST OF BOQ (e payment only) Rs. 11,800.00 (Attach e-payment receipt of BOQ)

7 EARNEST MONEY DEPOSIT (BID SECURITY) Earnest Money Deposit (Bid Security) will be accepted only in online mode (Internet Payment Gateway). No other forms of Earnest Money Deposit (Bid Security) will be accepted. Amount To Be Entered (Rs. In Lakhs) Attach e-payment of Earnest Money Deposit (Bid Security).

8 WORK EXPERIENCE OF SIMILAR NATURE Satisfactory completed at least one similar nature work of value not less than 50% of work in the last 5 years. The completion certificate shall be issued by employer not below the rank of Executive Engineer or Equivalent.

9 ANNUAL FINANCIAL TURN OVER OF LAST FIVE YEARS (50% of the project cost in any one financial year during the last five financial years) (Attach Balance Sheet, Profit & Loss And Audit Report Duly Audited By CA) FY 2021-2022 Amount To be entered (Rs in Lakhs)

FY 2022-2023 Amount To be entered (Rs in Lakhs)

FY 2023-2024 Amount To be entered (Rs in Lakhs)

FY 2024-2025 Amount To be entered (Rs in Lakhs)

FY 2025-2026 Amount To be entered (Rs in Lakhs)

10 BANKER'S CERTIFICATE EVIDENCE OF ACCESS TO OR AVAILABILITY OF CREDIT FACILITIES (10% OF PROJECT COST) As Per Format Prescribed In Annexure-III Of F2 Certificate Issued By Bank As Per Format Prescribed In Annexure-III Of F2, On Or After Date Of Tender

11 BIDDING CAPACITY (BC=A*N*2-B) A = Maximum value of civil engineering works executed in any one year during the last five years (updated to the price level of the year indicated in Appendix) taking into account the completed as well as works in progress. N = Number of years prescribed for completion of the works for which bids are invited. B = Value (updated to the price level of the year indicated in Appendix) of existing commitments and on-going works to be completed during the next 02 Months (Period of completion of the construction works for which bids are invited).

12 (A) AMOUNT OF EXISTING COMMITMENTS AND ONGOING WORKS Attach As Per Annexure-IV Of F2, On Or After Date Of Tender (Bidder must decleare themselve their all exising commitment concealment of any fact shall be sufficient cause for rejection)

(B) AMOUNT OF WORK FOR WHICH BID ALREADY SUBMITTED Attach As Per Annexure-V Of F2, On Or After Date Of Tender

13 AFFIDAVIT Attach An Affidavit As Per NIT, On Or After Date Of Tender, Duly Attested By An Executive Magistrate.

14 CHARACTER CERTIFICATE Attach a Valid Character Certificate of Tenderer Issued By Competent Authority.

15 UNDERTAKING (i) Investment of minimum cash up to 25% of the value of the work during implementation of the contract. Annexure-VI Of F2. (I) Attach An Undertaking As Per Format Prescribed In Annexure-VI Of F2.

(ii)Bid Validity : 120 days Attach As Per Format Prescribed In F2-Annexure II on Or After Date Of Tender

16 LITIGATION HISTORY Annexure-VII of F2 As Per Format Prescribed In Annexure-VII of F2 On Or After Date Of Tender.

17 PROPOSED METHODOLOGY AND PROGRAMME OF CONSTRUCTION Attach Descriptions, Drawings And Charts As Necessary.

18 TECHNICAL PERSONNEL Site Engineer(Civil) - 1 no. (B.Tech(Civil) Holder having minimum 2yrs. of experience or Diploma (Civil) holder having minimum 5yrs. of experience Site Engineer(Electrical) - 1 no. (B.Tech(Electrical) Holder having minimum 2yrs. of experience or Diploma (ELectricall) holder having minimum 5yrs. of experience Attach Necessary Certificate And Current Affidavit Of Both Employee And Employer On And After Date Of Tender, Duly Attested By An Executive Magistrate.

19 LIST OF KEY PLANTS & EQUIPMENTS i. MS Shuttering Plate - 1000sqft ii. Vibrator - 2 nos. iii. Water Tanker - 1 no. Iv. Concrete Mixture Machine - 1 no. Attach Owned Voucher/Cash Memo/Invoice And Affidavit In Case Of Leased/Hire On And After Date Of Tender, Duly Attested By An Executive Magistrate.

I, the undersigned, do hereby certify that all the statements made in the required attachements are true and correct.

INFRASTRUCTURE DEVELOPMENT AUTHORITY

(A GOVERNMENT OF BIHAR UNDERTAKING)

Renovation of the 6th & 7th Floors of the BSFC Building के कार्य |

QUOTING SHEET FOR BIDDERS

Name of Contractor

Address of Contractor

E-mail ID of Contractor Whatsapp Enabled Mobile Number

NIT - 23/TEN/IDA/26

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.) 5458231.7894

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

TOTAL AMOUNT Rs. 5803966

Renovation of the 6th & 7th Floors of the BSFC Building के कार्य |

SI.NO DESCRIPTION AMOUNT

1 TOTAL SCHEDULE ITMS 5458231.7894

2 TOTAL NON-SCHEDULE ITEMS

Renovation of the 6th & 7th Floors of the BSFC Building के कार्य |

Sl.No. BCD SOR 2022 Descriptions Quantity Unit Rate Amount

SECTION-A: CIVIL WORK

1 11.41A Providing and laying vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorptions less than0.08% and conforming to IS : 15622 of approved brand & manufacturer in all colours and shades, laid on 20mm thick cement motar 1:4 (1cement : 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 zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily.

A 11.41A.2 Glazed Vitrified floor tile polished finish of size 480 sqm 1356 650880

11.41A.2.2 Size of Tile 600 x1200 mm (for wall toilet) &198 x 1200 mm (for floor meeting room)

B 11.41A.3 Glazed Vitrified tile Matt/ Antiskid finish of size 80 sqm 1054.3 84344

11.41A.3.1 Size of Tile 600 x 600 mm (for floor toilet)

2 8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels.

8.2.2 Granite of any colour and shade

8.2.2.2 Area of slab over 0.50 sqm 20 sqm 4401.2 88024

3 8.3 Extra for providing edge moulding to 19 mm thick marble stone counters, Vanities etc. over item no. 8.2 mm thick marble stone counters, Vanities etc. over item no. 8.2 including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. Granite work

4 6.1A Brick work with bricks of class designation 100A in foundation and plinth in:

6.1.14A cement mortar 1:6 (1 cement : 6 coarse sand) 25 cum 4819.9 120497.49999999999

5 6.3A Extra for Brick work in superstructure above plinth level upto floor V cum 25 cum 842.2 21055

6 6.18A Half brick masonry with bricks of class designation 100A in foundations and plinth in:

6.18.4A cement mortar 1:4 (1 cement : 4 coarse sand) 200 Sqm. 599.3 119859.99999999999

7 6.19A Extra for half Brick masonry in superstructure above plinth level upto floor V level. 200 Sqm. 89.7 17940

8 6.21A Extra for providing and placing in position 2 Nos, 6mm dia, MS bars at every third course of half brick masonry (with F.P.S. brick) 200 Sqm. 113.6 22720

9 13.11 Cement plaster in course sand 12mm cement plaster of mix :

13.11.2 1:4 (1Cement : 4 Coarse sand) 400 Sqm. 152.9 61160

10 14.1.1 Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground, all complete as per direction of E/I. Cement mortar 1:4. 150 sqm 237.2 35580

11 13.74 Removing white or colour wash by scraping and sand papering and preparing the surface smooth including necessary repair scratches etc. complete 2800 sqm 7.7 21560

12 13.80 A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2800 Sqm 105.4 295120

13 13.92 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade.

13.92.1 Two or more coat on new surface. 2800 Sqm 86.4 241920.00000000003

14 15.6 Disposal of building rubbish/malba/similar unserviceable,dismantled or waste waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 250 cum 219.3 54825

15 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering work upto plitn level: 1:2:4(1Cement :2 Coarse sand:4 graded tone aggregate 20mm nominal size) 10 cum 3998.1 39981

16 5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size). 20 cum 5335.9 106718

17 5.22 Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding complete.

A 5.22.7A Thermo-Mechanically Treated barsTMTC-500-8mm dia 1300 Kg. 94.5 122850

B 5.22.7B Thermo-Mechanically Treated barsTMTC-500-10mm dia 900 Kg. 92.6 83340

18 5.9 Centering and shuttering including strutting,propping etc and removal of form for:

A 5.9.3 Suspended floors, roots, landings, balconies and access platform 30 sqm 437.5 13125

B 5.9.5 Lintels,Beams,Plinth beams,girders,bressumers and cantilevers. 100 sqm 404.7 40470

19 22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C kitchen and thelike consisting of: (i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions. (ii) IInd course of 20mm cement plaster 1:3 (iii) litrd course of applying blown or/residual bitumen aplied hot at 1.7 kg. per sqm of area. (iv) lvth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC shet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm). 180 sqm 480.6 86508

20 CARRIAGE OF MATERIAL WITH LOADING & UNLOADING

A Coarse sand (58 km lead from koilwar) 160 Cum. 1550.08 248012.8

B Local Sand (Lead 1K+2P.) 0 Cum. 310.47 0

C Stone Chips (Lead by Rail from Manpur) 30 Cum. 1427.28 42818.4

D Read Bricks 100A (Local Lead 1K+7P) 30000 Per 1000 1140.59 34217.7

EXTRA FOR MATERIALS

E Add for Cement 65 MT 265.41 17251.65

F Add for Bricks 30000 Per 1000 1606.89 48206.7

SUB TOTAL FOR CIVIL WORK (A) 2731989.75

SECTION- B: P.H.E WORK

S.H. - I : SANITARYWARE & C.P FITTINGS

21 17.1 Providing and fixing white vitreous china water closet squatting pan (Indian type WC pan) with 100mm sand cast Iron P or S Trap, 10 litre low level PVC flushing cistern (of approved make) with fittings CI/MS brackets, 32 mm diameter flush pipe with fittings and clamps, over flow arrangement with specials and mosquito proof coupling of approved municipal design including painting of fittings and brackets, cutting and making good the walls and floors wherever required.

17.1.1 White vitreous china Orissa pattern WC pan of size 580 x 440mm with intergal type foot rests. 2 Each 4470.9 8942

22 17.3 Providing and fixing white vitreous china pedestal type water coset (Europenan type) with seat and lid , 10 litre low level white vitreous china flusing cistern & C.P flush bend with fittings & C.I.brackets , 40 mm flush bend, overflow arrangment with specials of standard make and mosquito proof coupling of approved municiple desine complete, including painting of fittings and brackets ,cutting and making good the wall and floiirs wherever required.

17.3.1 W.C pan with ISI marked white solid plastic seat and lid 6 Each 5504.3 33026

23 17.7A 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 10 Each 3932.1 39321

24 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 as required. :

17.10.1 Kitchen sink with drain board

17.10.1.1 510x1040 mm bowl depth 250 mm 4 Each 5231.5 20926

25 17.28 Providing and fixing P.V.C waste pipe for sink or wash basin including P.V.C waste fittings complete.

17.28.2 Flexible pipe

26 17.31 Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P brass screws and washers complete. 10 Each 1068.5 10685

27 17.34 Providing and fixing toilet paper holder :

17.34.1 C.P.brass 8 Each 550.7 4406

28 17.7 Providing and fixing PTMT Bottle Trap for wash basin and sink,

17.70.1 Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260mm from the centre of waste coupling 77 mm breadth with 25mm minimum water seal, weighting not less than 260gms 12 Each 325.1 3901

17.70.2 Bottle trap 38mm single piece moulded with height of 270 mm, effective length of tail pipe 260mm from the centre of waste coupling 77 mm breadth with 25mm minimum water seal, weighting not less than 263gms 4 Each 325.1 1300

29 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. 4 Each 146.3 585

30 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. 4 Each 204.7 819

31 17.8 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. 10 Each 6534.2 65342

32 8.1 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm 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 finished smooth.aggregate 6 mm nominal size) as per direction of Engineer-in-Charge and

8.10.2 Granite Stone of approved shade 10 Sqm 3542.9 35429

33 18.21 Providing and fixing PVC Unplasticised Connection pipe with brass ions :

18.21.2 45 cm length

18.21.2.1 15 mm nominal bore 20 Each 85.2 1704

34 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS :8931

18.49.1 15 mm nominal bore 20 Each 434.2 8684

35 18.51 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS :8931

18.51.1 15 mm nominal bore 20 Each 708.4 14168

36 18.52 Providing and fixing C.P. brass stop cock (concealed) of approved standard design and of approved make conforming to IS:8931

18.52.1 15 mm nominal bore 20 Each 594.8 11896

37 18.53 Providing and fixing C.P. brass angle valve of approved quality conforming to IS :8931

18.53.1 15 mm nominal bore 60 Each 500.4 30024

38 17.33 Providing and fixing 600x120x5 mm glass shelf with edges round off,supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 10 Each 713.3 7133

39 17.34 Providing and fixing toilet paper holder :

17.34.1 C.P.brass 8 Each 550.7 4406

40 17.69 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour :

17.69.1 Waste coupling 31mm of 79mm length and 62 mm breadth weighting not less than 45gms. 12 Each 103 1236

41 18.58 Providing and fixing PTMT grating of approved quality and colour.

18.58.1 Rectangular type with openable circular lid

18.58.2.1 150 mm nominal size square 100mm diameter of the inner hinged round grating 16 Each 169.7 2715

S.H. - II : SOIL, WASTE & RAIN WATER PIPE FITTINGS & ACCESSORIES

50 17.35 Providing and fixing soil, waste and vent pipes:

A 17.35.1 100mm dia

17.35.1.2 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as/IS: 3989 100 Mtr. 1036.5 103650

B 17.35.2 75mm dia

17.35.2.2 Centrifugally cast (spun) iron socketed pipe as per IS:3989 80 Mtr. 907.3 72584

51 17.37 Providing and fixing M.S. holder bat clamps of approved design to sand cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) including cost of cutting holes and making good the walls etc.

A 17.37.1 For 100 mm dia pipe 40 Each 178.5 7140

B 17.37.2 For 75 mm dia pipe 30 Each 174.5 5235

52 17.38 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete.

17.38.1.2 Centrifugally cast (spun) iron S & S pipe as per IS: 3989 20 Each 597.6 11952

53 17.39 Providing and fixing plain bend of required degree.

17.39.1.2 Centrifugally cast (spun) iron S & S pipe as per IS: 3989 40 Each 439.7 17588

54 17.43 Providing and fixing single equal plain junction of required degree with acesses door, insersion rubber washer 3mm thick, bolts and nuts complete.

17.43.1.2 Sand cast iron S&S as per IS 3989 40 Each 731.4 29256

55 17.44 Providing and fixing single equal plain junction of required degree.

17.44.1.2 Sand cast iron S&S as per IS 3989 40 Each 707.3 28292

17.44.2.2 Sand cast iron S&S as per IS 3989 40 Each 498.9 19956

56 17.48 Providing and fixing single unequal plain junction of required degree.

17.48.1.2 Sand cast iron S&S as per IS 3989 40 Each 841.1 33644

57 17.56 Providing and fixing terminal guard.

17.56.1.2 Sand cast iron S&S as per IS 3989 20 Each 439.7 8794

17.56.2.2 Sand cast iron S&S as per IS 3989 10 Each 311.6 3116

58 17.57 Providing and fixing collar.

17.57.1.2 Sand cast iron S&S as per IS 3989 20 Each 439.7 8794

17.57.2.2 Sand cast iron S&S as per IS 3989 10 Each 271.4 2714

59 17.58 Providing lead caulked joints to sand cast iron / centrifugallly cast (spun) iron pipes and fittings of diametre:

60 17.59 Providing and fixing M.S stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of diametre.

61 17.6 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors.

17.60.1 100mm inlet and 100mm outlet

17.60.1.1 Sand cast iron S&S as per IS 3989 20 Each 1129.2 22584

62 17.65 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :

63 18.58 Providing and fixing 125 mm dia, 3 mm thick Stainless steel grating with frame for floor traps or drains of required pattern including cutting and making good the floors complete.

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. 40 Each 169.7 6788

64 12.78 Providing and fixing on wall face unplasticised-PVC(working pressure 4 kgf per sqcm) rain water pipes conforming to IS : 4985 including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion.

A 12.78.1 75mm diameter 40 Mtr. 162.7 6508

B 12.78.2 110 mm diameter 30 Mtr. 257.5 7725

65 12.79 Providing & fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion.

12.79.1 Coupler

66 12.79.3 Single tee with door

68 12.8 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete.

69 12.39 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 mx1 mx400 micron, finished 12 mm cement plaster 1:3 (1 cement:3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete. 16 Each 189.4 3030

S.H. - III : INTERNAL WATER SUPPLY

70 18.12 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.

Exposed on walls

a 18.12.1 15 mm dia nominal bore 80 Mtr. 197.6 15808

b 18.12.2 20mm dia nominal bore 90 Mtr. 245.4 22086

c 18.12.3 25mm dia nominal bore 60 Mtr. 342 20520

d 18.12.4 32mm dia nominal bore 60 Mtr. 381.7 22902

e 18.12.5 40 mm dia nominal bore 70 Mtr. 476.8 33376

f 18.12.6 50mm dia nominal bore 50 Mtr. 572.6 28630

g 18.12.7 65mm dia nominal bore 40 Mtr. 667.7 26708

h 18.12.8 80mm dia nominal bore 60 Mtr. 818.2 49092

71 18.4 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :

a 18.40.1 15 mm dia nominal bore 80 Mtr. 6.7 536

b 18.40.2 20mm dia nominal bore 90 Mtr. 7.8 702

c 18.40.3 25mm dia nominal bore 60 Mtr. 10 600

d 18.40.4 32mm dia nominal bore 60 Mtr. 11.8 708

e 18.40.5 40 mm dia nominal bore 70 Mtr. 13.4 938

f 18.40.6 50mm dia nominal bore 50 Mtr. 15.8 790

g 18.40.7 65mm dia nominal bore 40 Mtr. 19.4 776

h 18.40.8 80mm dia nominal bore 60 Mtr. 22.5 1350

72 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

18.7.5 40 mm nominal outer dia Pipes 110 Mtr. 538.4 59224

73 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes having thermal stability for hot and cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge.

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

a 18.8.1 15mm nominal outer dia pipes 100 Mtr. 278.2 27820

b 18.8.2 20mm nominal outer dia pipes 80 Mtr. 350.8 28064

c 18.8.3 25mm nominal outer dia pipes 60 Mtr. 463.1 27786

d 18.8.4 32mm nominal outer dia pipes 90 Mtr. 549.8 49482

74 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

a 18.17.1 25 mm nominal bore 8 Each 532.3 4258

b 18.17.2 20 mm nominal bore 0 Each 465.4

c 18.17.3 32 mm nominal bore. 4 Each 589.9 2360

75 11 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :

b 11.2 50 mm dia 2 Each 3385 6770

c 11.3 65 mm dia 2 Each 3864 7728

d 11.4 80mm dia 2 Each 4588 9176

76 15 Providing, installation, testing and commissioning of stainless steel Y strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange.

a 15.1 80mm dia 2 Each 4325 8650

79 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet,utlet and overflow pipes but without fittings and the base support for tank 12000 Per litre 9.7 116400

S.H -IV: EXTERNAL SEWERAGE SYSTEM WORK

80 2.1 Excavating trenches of required width for pipes cables, etc, including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m.

2.10.1 All kind of soil

2.10.1.2 Pipes, cables etc exceeding 80 mm dia but not exceeding 300 mm dia 0 Mtr. 391.7 0

81 2.11 "Extra for excavating trenches for pipes, cables etc.in all kinds of soil for depth exceeding 1.5 m , but not exceeding 3 m.(Rate is over corresponding basic item for depth upto 1.5 meter.)

2.11 All kind of soil

2.11 Pipes, cables etc exceeding 80 mm dia but not exceeding 300 mm dia 0 Mtr. 126.2 0

82 2.12 Extra for excavating trenches for pipes, cables, etc.in ordinary/hard rock exceeding 3.0 m in depth but not exceeding 4.5 m.(Rate is over corresponding basic item for depth upto 1.5 Metre.)

2.12.1 All kind of soil

2.12.1.2 Pipes, cables etc exceeding 80 mm dia but not exceeding 300 mm dia 0 Mtr. 316.6 0

83 18.27 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :

18.27.3 150 mm diameter 0 Mtr. 1776.8 0

84 18.28 Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead :

18.28.3 150 mm diameter 0 Mtr. 337.4 0

85 19.1 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.

a 19.1.1 100 mm diameter 0 Mtr. 280.6 0

b 19.1.2 150 mm diameter 0 Mtr. 464.3 0

c 19.1.3 200 mm diameter 0 Mtr. 682.6 0

86 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 20 mm nominal size) all-round S.W. pipes including bed concrete as per standard design.

a 19.2.1 100 mm diameter 0 Mtr. 404.3 0

b 19.2.2 150 mm diameter 0 Mtr. 494.4 0

c 19.2.3 200 mm diameter 0 Mtr. 576.3 0

87 19.4 Providing and fixing square mouth S.W. gully trap grade 'A' complete with C.I. Grating brick masonary chamber with bricks of class designation 75 and water tight C.I. Cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as/standard design.

19.4.3 180x150 mm size P type

19.4.3.2 With Sewer bricks conforming to IS : 4885 0 Each 2006.9 0

88 19.7 Constructing brick masonry manhole with 75 class designation bricks in cement mortar 1:4 (1 cement: 4 coarse sand) R.C.C. top slab 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand: 8 graded stone aggregate 20 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design.

19.7.1 Inside size 90x80 cm and 60 cm deep including CI Cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg ( weight of cover 23 kg and weight of frame 15 kg)

19.7.1.1 With F.P.S. bricks (For Sewer) 0 Each 7914.7 0

89 19.8 Extra depth for manholes

19.8.1 Size 90 x 80 cm

19.8.1.1 F.P.S. bricks (For Sewer) 0 Each 5660 0

90 19.9 Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), and making necessary channel 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, all complete as per standard design :

19.9.1 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :

19.9.1.1 With Sewer bricks conforming to IS : 4885 (For Sewer) 0 Each 7090 0

91 19.1 Extra depth for circular type manhole 0.91m internal dia (at bottom)

19.10.1 With Sewer bricks conforming to IS : 4885 (For Sewer) 0 Mtr. 4917.95 0

92 19.16 Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on12mm dia steel bar conforming to IS :1786 having minimum cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protrude legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138mm 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 30x20x15cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design. 0 Each 310.9 0

S.H -V: EXTERNAL STORM WATER DRAINAGE WORK

93 2.1 Excavating trenches of required width for pipes cables, etc, including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m.

2.10.1 All kind of soil

2.10.1.2 Pipes, cables etc exceeding 80 mm dia but not exceeding 300 mm dia 0 Mtr. 391.7 0

94 2.11 "Extra for excavating trenches for pipes, cables etc.in all kinds of soil for depth exceeding 1.5 m , but not exceeding 3 m.(Rate is over corresponding basic item for depth upto 1.5 meter.)

2.11 All kind of soil

2.11 Pipes, cables etc exceeding 80 mm dia but not exceeding 300 mm dia 0 Mtr. 126.2 0

95 2.12 Extra for excavating trenches for pipes, cables, etc.in ordinary/hard rock exceeding 3.0 m in depth but not exceeding 4.5 m.(Rate is over corresponding basic item for depth upto 1.5 Metre.)

2.12.1 All kind of soil

2.12.1.2 Pipes, cables etc exceeding 80 mm dia but not exceeding 300 mm dia 0 Mtr. 360.6 0

96 19.6 Providing, laying Non pressure NP2 class (light duty) RCC Pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing and jointing etc complete.

a 19.6.2 150mm dia RCC pipe 0 Mtr. 410.7 0

b 19.6.3 250mm dia RCC Pipe 0 Mtr. 677.4 0

c 19.6.4 300mm dia RCC Pipe 0 Mtr. 780 0

d 19.6.5 450mm dia RCC Pipe 0 Mtr. 1318.8 0

e 19.6.6 500mm dia RCC Pipe 0 Mtr. 1570.8 0

97 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 20 mm nominal size) all-round S.W. pipes including bed concrete as per standard design.

a 19.2.2 150 mm diameter 0 Mtr. 494.4 0

97 19.3 Providing and laying cement concrete 1:5:10 (1 cement:5 coarse sand:10 graded stone aggregate 20mm nominal size) up to haunches of SW/RCC Pipes including bed concrete as/standard design:

a 19.3.4 250mm dia RCC Pipe 0 Mtr. 426.1 0

b 19.3.5 300mm dia RCC Pipe 0 Mtr. 491.7 0

98 4.1 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 20 mm nominal size) alround stoneware/RCC pipes including in bed for pipes to be laid in trenches as per standard details.

4.1.10 1:5:10(1 Cement :5 coarse sand:10 graded stone aggregate 20 mm nominal size) 0 cum 2731.5 0

This item for 300 & 450 mm diameter RCC pipe alround, haunches & bed concrete as per standard design:

99 19.7 Constructing brick masonry manhole with 75 class designation bricks in cement mortar 1:4 (1 cement: 4 coarse sand) R.C.C. top slab 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand: 8 graded stone aggregate 20 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design.

19.7.1 Inside size 90x80 cm and 60 cm deep including CI Cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg ( weight of cover 23 kg and weight of frame 15 kg)

19.7.1.1 With F.P.S. bricks (For Sewer) 0 Each 7914.7 0

100 19.8 Extra depth for manholes

19.8.1 Size 90 x 80 cm

19.8.1.1 F.P.S. bricks (For Sewer) 0 Each 5660 0

101 19.9 Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), and making necessary channel 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, all complete as per standard design :

19.9.1 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :

19.9.1.1 With Sewer bricks conforming to IS : 4885 (For Sewer) 0 Each 7090 0

102 19.1 Extra depth for circular type manhole 0.91m internal dia (at bottom)

19.10.1 With Sewer bricks conforming to IS : 4885 (For Sewer) 0 Mtr. 4917.95 0

103 19.11 Constructing brick masonry circular type manhole 1.2 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), and making necessary channel 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, all complete as per standard design :

19.11.1 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately)

19.11.1.1 With common burnt clay F.P.S. (non modular)bricks of class designation 7.5 (For Storm) 0 Each 13865 0

104 19.12 Extra depth for circular type manhole 1.22 m internal dia (at bottom)beyond 1.68 m to 2.29 m :

19.12.1 With common burnt clay F.P.S. (non modular)bricks of class designation 7.5 (For Storm) 0 Mtr. 6283.7 0

105 19.16 Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on12mm dia steel bar conforming to IS :1786 having minimum cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protrude legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138mm 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 30x20x15cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design. 0 Each 310.9 0

106 19.27 Constructing brick masonary road gully chamber 50x45x60cm with bricks of class designation 75 in cement morter 1:4 (1 cement : 4 coarse sand) including 500 x 450mm precast RCC horizontal grating complete as per standard design

19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 4 Each 3743.3 14973

80 19.16 Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on12mm dia steel bar conforming to IS :1786 having minimum cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protrude legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138mm 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 30x20x15cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design. 16 Each 310.9 4974

S.H -VI: EXTERNAL WATER SUPPLY WORK

81 18.12 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.

Exposed on walls

a 18.12.3 25mm dia nominal bore 0 Mtr. 342

b 18.12.4 32mm dia nominal bore 0 Mtr. 381.7

c 18.12.5 40 mm dia nominal bore 0 Mtr. 476.8

d 18.12.6 50mm dia nominal bore 0 Mtr. 572.6

e 18.12.7 65mm dia nominal bore 80 Mtr. 667.7 53416

f 18.12.8 80mm dia nominal bore 100 Mtr. 818.2 81820

82 18.4 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :

a 18.40.3 25mm dia nominal bore 0 Mtr. 10

b 18.40.4 32mm dia nominal bore 0 Mtr. 11.8

c 18.40.5 40 mm dia nominal bore 0 Mtr. 13.4

d 18.40.6 50mm dia nominal bore 0 Mtr. 15.8

e 18.40.7 65mm dia nominal bore 80 Mtr. 19.4 1552

f 18.40.8 80mm dia nominal bore 100 Mtr. 22.5 2250

83 18.41 Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :

a 18.41.3 25mm dia nominal bore 0 Mtr. 21.1

b 18.41.4 32mm dia nominal bore 0 Mtr. 21.6

c 18.41.5 40mm dia nominal bore 0 Mtr. 21.9

d 18.41.6 50mm dia nominal bore 0 Mtr. 22.7

e 18.41.7 65mm dia nominal bore 80 Mtr. 35.8 2864

f 18.41.8 80mm dia nominal bore 100 Mtr. 36.9 3690

84 11 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :

a 11.2 50 mm dia 2 Each 3385 6770

b 11.3 65 mm dia 2 Each 3864 7728

c 11.4 80mm dia 6 Each 4588 27528

85 14 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required :

86 18.59 Providing & fixing C.I. double acting air valve of approved quality with bolt, nuts, rubber insertions etc. complete. (The tail piece if required will be paid separately)

a 18.59.2 80 mm dia Nominal bore 4 Each 6085.8 24343

87 18.6 Providing & fixing enclosed type water meter (bulk type) conforming to IS:2373 and tested by municipal board complete with bolts, nuts, rubber insertions etc.(The tail piece if required will be paid separately)

18.60.1 80 mm dia Nominal bore 2 Each 3533.7 7067

88 18.33 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm 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 100A 4 Each 7210.6 28842

89 18.34 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100mm 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 20mm nominal size ) , 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) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :

18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation 100A 2 Each 13559.9 27120

SUB TOTAL FOR PHE WORK (B) 1756108

SUB TOTAL FOR CIVIL+ PHE WORK (A+B) 4488097.75

ADD FOR 18% GST IMPLETATION(5.36%) 240562.0394

TOTAL CIVIL+PHE WORK 4728659.7894

SECTION- C: ELECTRICAL WORK

S.H. I : WIRING

90 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 G.I. box etc. as required.

1.3.3 Group C 50 Point 1146 57300

91 1.4 Wiring for twin control light point with 1.5 sq mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit,2 way modular switch, modular plate, suitable G.I. box etc. as required. 0 Point 1248

92 1.5 Wiring for light/power plug with 2 x 4 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 60 Mtr. 309 18540

93 1.6 Wiring for light/power plug with 4 x 4 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 2 nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 75 Mtr. 523 39225

94 1.7 Wiring for circuit/submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit as required.

a 1.7.1 2x1.5 sq.mm + 1x1.5 sq. mm earth wire 150 Mtr. 201 30150

b 1.7.2 2x2.5 sq.mm + 1x2.5 sq. mm earth wire 140 Mtr. 246 34440

C 1.7.3 2x4 sq.mm + 1x4 sq. mm earth wire 150 Mtr. 309 46350

d 1.7.4 2x6 sq.mm + 1x6 sq. mm earth wire 125 Mtr. 422 52750

e 1.7.11 4x6 sq.mm + 1x6 sq. mm earth wire 70 Mtr. 660 46200

95 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.

96 1.24 Supplying and fixing following modular switch / socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.

A 1.24.1 5 / 6 amps switch 130 Each 82 10660

B 1.24.3 15 / 16 amps switch 2 Each 139 278

C 1.24.4 3 pin, 5/6 amps socket outlet 25 Each 112 2800

D 1.24.5 6 pin, 15/16 amps socket outlet 2 Each 183 366

97 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. 15 Each 358 5370

98 1.26 Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required. 50 Each 34 1700

99 1.27 Supplying and fixing following size/modules, G.I box along with modular base and cover plate for modular switches in recess etc. as required.

A 1.27.1 1 or 2 module (75mm x 75 mm ) 10 Each 234 2340

1.27.2 3 Module (100mm X 75mm) 15 Each 266 3990

B 1.27.3 4 module (125mm x 75 mm ) 10 Each 283 2830

C 1.27.4 6 module (200mm x 75 mm ) 10 Each 345 3450

D 1.27.5 8 Module (125mm X 125mm) 20 Each 402 8040

E 1.27.6 12 Module (200mm X 150mm) 20 Each 501 10020

100 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 10 Each 414 4140

101 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 10 Each 531 5310

102 1.33 Supplying and fixing 2 pin, 5/6 amp. Ceiling rose on the existing junction box / wooden block including connection etc. as required. 70 Each 64 4480

103 1.34 Supplying and fixing batten / angle holder including connection etc. as required. 8 Each 80 640

104 1.36 Supplying and fixing call bell/buzzer suitable for single phase 230 volts complete as required. 4 Each 88 352

MAIN PANEL & D.B.s

105 2.4 Providing & fixing of following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required.

a 2.4.1 100 A, 30 KA, FPMCCB 2 Each 8172 16344

106 2.5 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.

107 2.7 Providing and fixing following capacity four pole ONload /panel mounted changeover switches inside the existing cubical panel board including drilling holes in cubicle panel, making connections etc. as required.

108 2.8 Supplying & fixing following way singal phase & neutral, sheet steel, MCB distribution board, 240 volts on surface / recess complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, inter connections powder painted including earthling etc. as required. (But without MCB/RCCB/Isolator)

2.8.6 8 way, Double door 2 Each 2591 5182

109 2.9 Supplying & fixing following way, horizontal type three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface / recess complete with tinned copper bus bars, neutral bus bar, earth bar, din bar,inter connections powder painted including earthling etc. as required. (But without MCB/RCCB/Isolator)

2.9.2 6 way (4+18), Double door, horizontal type 2 Each 5132 10264

110 2.12 S/F 'C' series, SP MCB: Supplying and fixing following rating, 240/415 volts, 'C' curve, miniature circuit breaker, suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

(a) 2.12.1 6/32 amps, single pole 56 Each 237 13272

(c ) 2.12.3 40 amps, single Pole and neutral 0 Each 1044

111 2.2 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. 0 Each 214

112 8.13 Supply and fixing panel mounted digital multimeter (Voltmeter & Ammeter)including C.T. coil and RYB pilot indicator in the existing cubical panel board including drilling holes in the panel board, making connection etc.as required. 2 Each 6536 13072

113 2315 Providing and fixing C.T. coil as per require load in amps in side in excluding cubical panel as required. 0 Each 800

114 2314 Providing and fixing slector switch for analog ammmeter as per require load in amps on front side in excluding cubical panel as required. 0 Each 300

115 2313 Providing and fixing Pilot lamp for indicator on front side in excluding cubical panel as required. 0 Each 148

116 8.11 Supplying and fixing of fabricated Electrical control panel of cubicle construction, floor / wall mounted type, fabricated out of 16 SWG CRCA sheet, compartmental with hinged doors, powder coated painting of approved shade after 7 tank treatment process, cable alley, internal wiring,earthing terminals Bus - bar chamber, insulator and complete in all respect etc and panel manufacturers must be approved by CPRI (But without RYB indicator, ammeter,voltmeter, inter connection copper conductor cable/solid copper strip, switchgears etc. 12 Sft 1809 21708

117 3.21 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 electrode to fill up the excavated earth and earth inspection pit etc. as required. 0 Each 16675

118 3.14 Providing and fixing 25 mm x 5mm copper strip on surface or in recess for connections etc. as required. 0 Mtr. 1180

119 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. 0 Mtr. 144

INSTALLATION OF FIXTURES

120 5.3 Supplying and fixing 4'x20 watt LED batten with minimum efficacy 100 lm/w in aluminium housing and complete with integrated electronic driver etc. direcctly on wall/ceilling including connection with 1.5 sq. mm. FRLS PVC insulated copper conductor etc. as required. (For non-residential building) 50 Each 762 38100

121 8.15 Supplying and installation of regular/standard model A.C ceilling fan of 1200 mm sweep with service value(CM/MM)minimum 4.00, Air delivery minimum 210 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. 5 Each 2482 12410

122 8.17.1 Supply and installation of 300 mm sweep metallic blade,heavy duty, single phase, 230 V A.C. exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required. 8 Each 2572 20576

8.18 Supply and fixing of following sweep/ sizes PVC/ABS square body Exhaust Fan with automatic openable louvre shutter in existing opening including making connection, testing etc as required.

8.19 Supply and installation of 400mm, 230v A.C.wall/cabin fan including fixing the bracket,making connection, testing, commissioning etc as required. 15 Each 2074 31110

123 5.7 Supply and fixing surface recess / surface mounted following types LED down lighter with minimum efficacy 100 lm/w in pressure die cast aluminium housing and integrated electronic driver etc. directly on ceiling including connection with 1.5 sqmm FR PVC insulated copper conductor cable and earthing the body etc. as required

5.7.1 5/7 watt 0 Each 926

5.9 Supplying and fixing recess / surface mounted 36 watt LED flat panel 2 x 2 ft with minimum efficacy 100 lm/w which provides soft light and glare free symmetrical illumination suitable for armstrong/grid ceiling and integrated electronic driver etc. directly on false ceiling including connections with 1.5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as required. 4 Each 2663 10652

124 6.1 Supply and fixing following types lamp in existing electrical fittings / fixtures etc. as required.

6.1.4 9 / 10 watt LED Lamp 5 Each 161 805

UNDER GROUND CABLING

7.7 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.

7.4 Laying and fixing of one number pVC insulated and pVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.

7.4.1 Upto 35 sq. mm (CIamped with 1 mm thick saddte) 145 Mtr. 42 6090

SUB TOTAL (C) 729572

Sub Total FOR `(CIVIL WORK (A)+ PHE WORK (B) + ELECTRICAL WORK (C) = 5458231.7894

Renovation of the 6th & 7th Floors of the BSFC Building के कार्य |

Sl.No. Non-Schedule Items Descriptions Quantity Unit Quoted Rate In Figure(Rs.) (the quoted rate should be inclusive of all Taxes/cess, Royalty, Seignorage fee, Carriage of materials, Transporation cost of all materials from sources to work site, all overheads etc. complete in all respect) Quoted Rate In Word (Rs.) (the quoted rate should be inclusive of all Taxes/cess, Royalty, Seignorage fee, Carriage of materials, Transporation cost of all materials from sources to work site, all overheads etc. complete in all respect) Quoted Amount (Rs.) (the quoted rate should be inclusive of all Taxes/cess, Royalty, Seignorage fee, Carriage of materials, Transporation cost of all materials from sources to work site, all overheads etc. complete in all respect)

SECTION- B: P.H.E WORK

1 N.S Providing, fixing, testing and commissioning of CP brass swan neck wall mounted sink mixer with wall flange and swinging casted spout complete as required and making good the walls wherever required. 2 Each

2 N.S Providing, Fixing air freshner on wall face with necessary rawl plugs and steel screws complete in all respects, including cutting and making good the wall wherever required. 4 Each

3 N.S Providing, Fixing satin finish stainless steel AISI 316 grade wall mounted coat hooks on door with CP brass wall brackets and CP brass screws complete in all respects, including cutting and making good the wall wherever required. 4 Each

4 N.S Providing, Fixing, testing and commissioning of adjustable type wash basin with elbow oprated tap for handicap toilet complete with brackets, tracks, waste pipes and other accessories complete including cutting and making good the walls wherever required. 2 Each

5 N.S Providing, Fixing, testing and commissioning of raised toilet seat with cover for handicap toilet including providing & fixing CP bolts, nuts, fisher/anchor bolt are required for hangong of WC complete with all accessories. Including cutting & making good the walls & floors wherever required. 2 Each

6 N.S Providing, Fixing, testing and commissioning of wall mounted 32 mm dia seamless stainless steel tube coated with nylon non-slip gripping surface hinged Hand Rail 750 x 100 mm complete in all respects, including cutting and making good the wall wherever required. 2 Each

7 N.S Providing, Fixing grab bar fabricated from 32 mm dia seamless stainless steel tube coated with nylon non-slip gripping surface 600 mm long grab bar in toilets for physically handicapped complete in all respects, including cutting and making good the wall wherever required. For Wash Basins & Water Closet. 4 Each

8 N.S Supply, Fixing, testing & commissioning of storage type stainless steel water cooler with inbuilt RO system, including angle valve and flexible connection piping of the following capacity. It shall have C.P brass push cock complete with inlet float valve (with angle valve) with all plumbing and electrical accessories, inlet, outlet, overflow and PVC drain out connection to F.D complete as required. 2 Each

9 S.H. - III : INTERNAL WATER SUPPLY

10 N.S Providing and fixing brass Single acting air valve PN 1.6 of approved quality with bolts, nuts, rubber insertion, tail pieces, tapers etc. if required as complete.

11 25 mm dia 2 Each

12 N.S Providing and fixing motorised butterfly valve with float type sensors suitable for 240 volts with working pressure rating of not less than 5 kg/cm2 with control panel and sensors to open valve when water level is low in tanks and to close when water level is high in water tanks including necessary cables, conduits, upto junction box etc., complete.

a N.S 25 mm dia 0 Each

b N.S 32 mm dia 0 Each

c N.S 40 mm dia 2 Each

d N.S 50 mm dia 0 Each

e N.S 65 mm dia 0 Each

SUB TOTAL (Non-Schedule Items)

MATERIAL ANALYSIS FOR CARRIAGE

Sr No. Item/Particular Quantity Cement in (Bags) Fine Aggregate (in Cum) Coarse Aggregate (in Cum) Bricks (in Nos.)

Renovation for Establishment of co-working space startup business centre at BSFC Building, Frazer Road.

1 B/w in foundation and plinthin C.M(1:6)

2 125mm thick B/w in C.M(1:4)

3 Flat Brick Soling 0

4 P.C.C M-150 in Foundation & Grading roof

5 R.C.C in foundation (1:1:2) 0

6 R.C.C. In beam,slab,columns (1:2:4)

7 12mm cement plaster in C.M(1:6)

8 6mm thick Cement plaster in C.M(1:4) 0

9 20mm cement plaster in C.M(1:6) 0

10 20mm cement mortar in FlooringC.M(1:4)

11 Local sand filling in plinth 0

A Total Quantity of Cement(Bags)

B Total Quantity of sone sand(Cum)

C Total Quantity of Coarse Aggregate 20mm (Cum)

Add 5% for westage

Total nos of bricks

CARRIAGE OF MATERIALS

I BRICKS(Per 1000) carriage to 8 km.

Loading and unloading . 825.84

Haulage = Rs. 33.26per km. x 8

Carriage per thousand =

II Local Sand carriage to 3 km.

Loading and unloading . 195.1

Haulage = Rs. 17.92 per km. x 3

Carriage per cum =

III Coarse sand (45 km lead from Koelwar )

Loading and unloading . 195.1

Haulage = Rs. 17.92per km. x 45

Carriage per cum =

IV Stone Chips (110 km lead from Gaya)

Loading and unloading . 195.1

Haulage = Rs. 17.92 per km. x 110

Carriage per cum =

V EXTRA FOR BRICKS (PER 1000)

PATNA URBAN 2602A 6075

Total ( + )1223

VI EXTRA FOR CEMENT (PER MT )

PATNA 0367A 5000

RATE ANALYSIS .

Item No. Description Unit Amount Remarks

N.S.-1 Providing and fixing Diamond Grey finish system aluminium doors & windows of Fenesta/AIS/Eternia series of Hindalco with the company having its own/ fabrication facility and control the entire cycle from Fabrication to installation to post sales services. Aluminum profile frame should be powder coated of 65-90 microns, using vertical coating process from a QUALICOAT certified facility and profile must undergo sublimation process for transferring patterns on it. Window and doors profile must be of high grade 6063 T6 and gauge shoul vary from 1.2 mm to 4.5 mm as per the design & system requirement. All hardware fitted must be of SS 304 grade except handle to be of zinc/aluminium alloy casted and powder coated with weather seal (EPDM/TPE). There shall be Warranmty of 10 years on profile & hardware from the date of installation along with 4/5/6 mm clear transparent/ tinted/equivalent toughened glass as per approval. Two track two panel sliding window without mesh of outer frame 45mm x 37.5 mm and sash 28mm x 58 mm both having wall thickness of 1.2 mm to 1.4 mm and single glazing bead of appropriate dimension for 4/5/6 mm toughened glass as per approved drawings and instruction of Engineer-in-charge.

Basic Rate of The Material Sqm. Rs. 13579.12

Add for GST @ 18% Sqm. Rs.

Add for CP & OH @ 15% Sqm. Rs.

Add For Labour cess. @ 1 % Sqm Rs

Say Sqm. Rs. 18611

Rate Per Sqm.of System Aluminium Doors & Windows = Rs. 18611.00/ Sqm.

NS-2 Supplying fitting and fixing of Marvel Make Roller Blinds as per company specification and as per approved colour and sample inclusive of all taxes and royalty all complete as per specifications / approval and direction of Engineer-in-Charge.

Basic Rate of The Material Sqm. Rs. 2421

Add for Wastage @ 5% Sqm. Rs.

Add for OH & CP @ 15% Rs.

Add For Labour cess. @ 1 % Sqm. Rs.

Rate per sqm Roller blinds (Say) = Rs.2953.00

N.S. 3A Providing and fixing wooden door Latch with necessary screws etc. complete.

Basic Rate of The Material Each Rs. 2500

Add for GST @ 18% Rs.

Add for OH & CP @ 15% Each Rs.

Add For Labour cess. @ 1 % Rs.

Say Rs. 3422 / Nos.

N.S. 3B Providing and fixing wooden door handle 300 mm with necessary screws etc. complete.

Basic Rate of The Material Each Rs. 6900

Add for GST @ 18% Rs.

Add for OH & CP @ 15% Each Rs.

Add For Labour cess. @ 1 % Rs.

Say Rs. 9445 / Nos.

N.S. 3C Providing and fixing wooden door handle 450 mm with necessary screws etc. complete.

Basic Rate of The Material Each Rs. 11000

Add for GST @ 18% Rs.

Add for OH & CP @ 15% Each Rs.

Add For Labour cess. @ 1 % Rs.

Say Rs. 15057 / Nos.

N.S-4 Supplying fitting and fixing Glass door handles, H-Type (QBGHL-5) made up of Stainless Steel brushed steel finish 300 mm heigh/equivalent make all complete including taxes and royalty as per approval and direction of E/I.

Basic Rate of The Material Each Rs. 2515

Add for fixing charge @ 175/Each. Rs. 175

Add for OH & CP @ 15% Rs.

Add For Labour cess. @ 1 % Rs.

Rate each Number of H-Type Glass Door Handles (Say) = Rs.3125.00 / Each

N.S.-5 Providing & fixing double skin laminated both side WPC partition upto specified height with 1.0 mm lamination of greenply/ marino/ century mica over 12 mm thick WPC of ALSTONE/ greenply / CENTURY (MIN WT. 550KG/cum) make fitted and fixed both sides over aluminium frame of 50 x 50mm posts at 60 cm centres and 50x50mm horizontal members at approx 60 cm centers including cost of anchoring the partition to floors, walls and ceiling properly as per drawing including making hidden doors as per drawing all complete as per drawing, specifications and direction of E/I.

Assuming 3.0 m x 2.4 m partition=7.2 sqm

Qty. of Aluminium

Post: 6Nos. x 2.4 mtr @ 0.88 Kg/mtr 12.7 kg

Runner: 5 x 3.0 mtr @ 0.88 kg/mtr 13.2 kg

Add 5% wastage kg

Qty. of 12 mm thick WPC board

12 mm : 2x 3 mtr x 2.4 mtr sqm

Add 5% wastage sqm

Qty. of 1.0 mm thick decorative laminated sheet

Laminate : 2x 3 x2.4 sqm

Add 5% wastage sqm

7306 Cost of Aluminium T or L section:27.2 kg @ Rs. 190.0/kg Rs.

7391 Cost of Anodising Aluminium 25 microns:27.2kg @ Rs. 48.0/kg Rs.

9988 Carriage of material:27.2 kg @ Rs. 2.12/kg Rs.

Q.R Cost of 12 mm thick WPC board:15.12 sqm.@ Rs.1345.0/sqm Rs.

8727 Cost of 1 mm thick decorative laminated sheet :15.12 sqm.@ Rs.294/sqm Rs.

586 Cost of chromium plated brass screw 30 mm: .70 nos @Rs. 2.90/each. Rs.

9999 Adhesive : 2X195X2.12 L.S Rs.

Cost of Door Fittings L.S. Rs. 200

Fixing to Ground L.S. Rs. 200

Labour charge @ 25% of material cost

Add for OH & CP @ 15% Rs.

Add For Labour cess. @ 1 % Sqm. Rs.

Total for 7.2 sqm. Rs

Rate per Sqm Sqm. Rs.

Rate per Sqm of both side laminated Aluminium Partition (Say) = Rs. 6603.00 / Sqm

NS-6 Providing and fixing of 600 mm high laminated & 1200 mm high graphic paper panelling upto specified height over 12 mm thick WPC board of Alstone / equivalent make fitted and fixed over Aluminium frame of 25 x 25mm posts at 30 cm centres and 25 x 25mm horizontal members at approx 30 cm centers including cost of anchoring the panelling to walls properly including termite treatment as per drawing specification and direction of E/I.

Assuming 3.0 m x 1.8 m Panelling = 4.8 sqm

Qty. of Aluminium

4.8 sqm x 3 kg/sqm Kg

Qty. of 12 mm thick WPC board

1x 3.0 x 1.80 m sqm

Add 5% wastage sqm

Qty. of 1.0 mm thick decorative laminated sheet

Laminate : 1x 3 x 0.6 1.8 sqm

Add 5% wastage sqm

Qty. of Graphic paper

Graphic paper : 1x 3 x1.2 3.6 sqm

Add 5% wastage sqm

7306 Cost of Aluminium T or L section:14.4kg @ Rs. 190.0/kg Rs.

7391 Cost of Anodising Aluminium 25 microns:14.4kg @ Rs. 48.0/kg Rs.

9988 Carriage of material:14.4kg @ Rs. 2.12/kg Rs.

N.S-5 Cost of 12 mm thick WPC board:5.67sqm.@ Rs.1345.0/sqm Rs.

8727 Cost of 1 mm thick decorative laminated sheet :1.89sqm.@ Rs.294/sqm Rs.

N.S-2A Cost of Graphic paper 3.78 sqm.@ Rs.1119.05 / sqm Rs.

587 Cost of chromium plated brass screw 30 mm: .70 nos @Rs. 2.40/each. Rs.

7022 Anti Termite Treatment 5 ltr /3.6 Sqm. @Rs. 150./ ltr chlorpyriphos 20% EC Rs.

9999 Adhesive : 195X2.12 L.S Rs.

Fixing to Wall L.S.(Anchoring the panel) Rs. 1200

Labour charge @ 25% of material cost

Add for OH & CP @ 15% Rs.

Add For Labour cess. @ 1 % Sqm. Rs.

Total for 4.8 Sqm. Rs

Rate per Sqm Sqm. Rs.

Say Rate per Sqm of laminated & paper Panelling (Say) = Rs. 5566.0/ Sqm

N.S.-7 Waterproofing of Horizontal & Vertical Surfaces with NITOPROOF 600 PE - Surface preparation: Clean all concrete surfaces free of laitance, dust, dirt, cavities, projecting nibs etc.by grinder and wire brush. Grease should be cleaned using a chemical degreaser and washed with clean water and allowed to dry. Remove all protrusions from concrete surfaces using a fine hair broom finish. Remove moss and lichen manually and treat the surface with a fungicide. Wash the surface thoroughly with clean water and allow it to dry. Standing water must be removed to prevent subsequent compromise of waterproof properties. Surface should be absolutely dry before application of Nitoproof600 PF.Priming: Prime the surface with Nitoproof WB primer by adding double the quantity of clean water by volume (4ltr water to 2ltr pack size, 12- liter water to 6ltr pack size) to the mix gradually under mixing which makes the mix as low viscous milky white liquid at consumption of 8-10m2 /liter (after dilution with water), 50-60m2 /2-liter pack (after dilution with water), 150- 180m2 /6ltr pack (after dilution with water).Application of waterproofing layer: Providing two coats of liquid applied, solvent-free, Non-toxic, Root resistance, elastomeric waterproofing membrane shall be made of hydrocarbon free polyurethane with at least 85-90% solid content-NITOPROOF 600 PF. with necessary surface preparation, coving, primer etc. The membrane when cured shall be capable of an extension of 500- 700%. Its tensile strength shall exceed 2.5 N/mm2 and the water vapour transmissions shall be less than 1g/m2/24 hour. The Product Should have the Following Properties: Adhesion-in-peel test (N) (ASTM C836): >60N, Recovery from 350% elongation (%) (ASTM D412-90): 95 Tear resistance (kN/m) (ASTM D624-00): 21, Water vapour transmission: 2.3mm film (g/m2/hr):0.6 Initial hardness (Shore A) (ASTM 2240-86): 65, Water permeability (DIN 1048): 0, Chemical resistance: Unaffected by mild acids, alkalis and water borne salts. Does not biodegrade all complete done by authorised applicator of company with 5 years warrenty inclusive of all taxes and royalty as per company specification and direction of E/I.

Basic Rate of The Material Sqm Rs. 1500

Add for GST @ 18% Rs.

Add for OH & CP @ 15% Sqm. Rs.

Add For Labour cess. @ 1 % Rs.

Say Rs. 2056 / Sqm

N.S.-8 Separation layer: Laying 120 GSM geotextile membrane and overlap 50 mm both sides all complete done by authorised applicator of company with 5 years warrenty inclusive of all taxes and royalty as per company specification and direction of E/I.

Basic Rate of The Material Sqm Rs. 150

Add for GST @ 18% Rs.

Add for OH & CP @ 15% Sqm. Rs.

Add For Labour cess. @ 1 % Rs.

Say Rs. 206 / Sqm

N.S.-9 Coving at all the junctions to be done for a size of 75mm X 75mm with polymer modified mortar prepared by mixing 50 kg cement + 150kg Sand + 4Litre of Nitobond SBR Latex + Water required for mortar consistency all complete done by authorised applicator of company with 5 years warrenty inclusive of all taxes and royalty as per company specification and direction of E/I.

Basic Rate of The Material Mtr Rs. 200

Add for GST @ 18% Rs.

Add for OH & CP @ 15% Mtr Rs.

Add For Labour cess. @ 1 % Rs.

Say Rs. 274 / Mtr

N.S-10 Removal of Damaged Concrete-Removal of damaged concrete along with loose damaged and cracked concrete/cover concrete at all specified locations up to beyond the corroded steel reinforcements to a depth of 10 mm minimum behind the reinforcement by chipping/hacking with chisel and hammer or by mechanical means like chisel hammer, pneumatic chippers including high pressure water jetting to chipped concrete and reinforcement and removal and disposal of debris within owners premises including all plant and machineries. Hard concrete shall not be removed. However if the rebar is corroded, concrete around it shall be removed. Depth of chipping may very from 50 mm to 150 mm complete with labor, machinery, tools etc. all as directed by Engg.in charge. The edges of repair location shall be saw cut to a depth of at least 10 mm to avoid feather edgeing and provide a square edge. Removal of dust, loose particles, marine growth etc. from concrete surface manually by wire brush, mechanically or any other means to obtain a sound surface over areas other than above. inclusive of taxes royalty etc. all complete as per company's specification and direction of E/I.

Unit Amount Remarks

Basic Rate of The Material Sqm Rs. 500

Add for GST @ 18% Rs.

Add for OH & CP @ 15% Sqm. Rs.

Add For Labour cess. @ 1 % Rs.

Say Rs. 685 / Sqm

N.S-11 Rust Removal- Cleaning as directed & specified all rust/ scales/corrosion from reinforcement bars using rust remover Reebaklens RR of Fosroc or equivalent having Specific Gravity 1.16-1.22. The material to be applied to the rusted metal using brush and make leaving to dry for 30 mins & washing surface with fresh water as required to exposed reinforcement bars all complete done by authorised applicator of company with 5 years warrenty inclusive of all taxes and royalty as per company specification and direction of E/I.

Unit Amount Remarks

Basic Rate of The Material Mtr Rs. 260

Add for GST @ 18% Rs.

Add for OH & CP @ 15% Mtr Rs.

Add For Labour cess. @ 1 % Rs.

Say Rs. 356 / Mtr

N.S. 12 Anti-corrosive coating: Anticorrosive Coating for corroded steel rebars- Removal of loose concrete upto 20mm beyond reinfrocement and treating the exposed reinforcement with alkaline ruste remover and then treat the steel with epoxy based zinc rich anti corrosive over the steel rebarrs. The zinch rich primer shall be applied at 40 microns dry film thickness and shall have salt spray resistance of <5 mg for 96 hours as per ASTM B-117 and adhesive bond strength > 1.5 MPa as per ASTM D4541,etc,all complete done by authorised applicator of company with 5 years warrenty inclusive of all taxes and royalty as per company specification and direction of E/I.

Unit Amount Remarks

Basic Rate of The Material Mtr Rs. 370

Add for GST @ 18% Rs.

Add for OH & CP @ 15% Mtr Rs.

Add For Labour cess. @ 1 % Rs.

Say Rs. 507 / Mtr

N.S.-13 Epoxy Bonding Agent for concrete – Providing and applying bonding agent which shall be a solvent free epoxy based two component resin system . The bonding agent shall be applied by brush & should remain in tacky state after application for a minimum period of 5-6 hrs at 20 deg C & 2-3 hrs at 30 deg C. The product shall achieve 50 N/mm2 compressive strength, 20 N/mm2 tensile strength, 35 N/mm2 flexural strength and 10 N/mm2 shear strength as per BS 6319 standards. The adhesive bond to the concrete substrate shall exceed the tensile strength of the host concrete,etc all complete done by authorised applicator of company with 5 years warrenty inclusive of all taxes and royalty as per company specification and direction of E/I.

Basic Rate of The Material Sqm Rs. 740

Add for GST @ 18% Rs.

Add for OH & CP @ 15% Sqm. Rs.

Add For Labour cess. @ 1 % Rs.

Say Rs. 1014 / Sqm

N.S.-14 Polymer modified Micro-concrete- Providing and applying Renderoc RG single component free flowing, non shrink cementitious microconrete used at water powder ratio of 0.16, having mixed density of 2100 - 2200 kg/m3 and unrestrained expansion of 1 to 4% as per ASTM C827. The microconcrete used shall achieve compressive strength of 50 Mpa at 28 days, Flexural Strength of 5 Mpa at 28, young's modulous of 25 kN/mm2 and shall be "Class A1" fire rating as per EN 1504 Cl 5.5, etc, complete. Product used shall have CE (CE-29842) marking and compliance according to Construction Products Directive 89/106/EEC (CPD) all complete done by authorised applicator of company with 5 years warrenty inclusive of all taxes and royalty as per company specification and direction of E/I.

Basic Rate of The Material Cum Rs. 70000

Add for GST @ 18% Rs.

Add for OH & CP @ 15% Cum Rs.

Add For Labour cess. @ 1 % Rs.

Say Rs. 95940 / Cum

N.S. 15 Polymer modified Mortar-Patch repair- Providing and applying Renderoc SP40 shrinkage compensated fiber reinforced polymer modified wet spray/manual repair mortar on the prepared surface and curing with curing compound.The repair mortar used shall be single component and shall be mixed with water at water powder ratio of 0.18 and shall have drying shrinkage < 1000 microstrain as per ASTM C 157-93; compressive strength > 40 MPa ; Flexural Strength > 7 Mpa as per ASTM C 348, bond strength > 6 MPa as per ASTM C 1042, etc complete. Product used shall have CE (CE-29842) marking and compliance according to Construction Products Directive 89/106/EEC (CPD) all complete done by authorised applicator of company with 5 years warrenty inclusive of all taxes and royalty as per company specification and direction of E/I.

Basic Rate of The Material Cum Rs. 55000

Add for GST @ 18% Rs.

Add for OH & CP @ 15% Cum Rs.

Add For Labour cess. @ 1 % Rs.

Say Rs. 75381 / Cum

N.S.-1 Providing, fabrication & installation of 6mm thick High Pressure laminate (HPL) laminates of approved design of Exteria brand decorative exterior grade designer laminate panel for facade cladding confirming to European Standard EN 438 part VI, Fire Retardent Grade BS Class I. The design paper shall be same on both sides. The said material shall be fixed on Aluminium substructure with 100/82mm X 38mm X 2mm aluminium rectanguler sections with anodizing of 20microns of the same base colour of that of the HPL laminate. These sections shall be fixed with Hot Dip Galvanized bracket of 50mm X 50mm X 5mm. Duly fixed with fastners (HILTI/ FISCHER) of 10mm X 80mm on main beam and 10mm X 75mm pin fastners on Brick wall. The spacing shall not be more than 1.5mtr. SS Bolts of 10mm X 125mm/ 10mm X 75mm to be used. All screws to be of SS. Galvanized coating shall be 60 microns. The aluminium sections to be vertically fixed on the wall at 600mm c/c. This calculation is based on wind pressure of 180 kg mtrsq..( If the wind pressure is more then accordingly the vertical spacing shall be reduced.) The board shall be fixed with coloured rivets (MBE) of the same colour of that of the laminate at a distance of 600mm c/c. In case the finished High Pressure Laminate (HPL) is more than 200mm from the wall then seperate M/S structure shall be provided to sustain the dead load of the whole structure all complete inclusive of all taxes and duty as per manufacturer's specification and direction of engineer in charge.

Description Unit Rate Remarks

Cost of panel size 3.0 x 2.44 mtr.=7.32 sqm

Basic Rate of The Material

1 7306- Aluminium Sections 16kgs @Rs 190 Rs.

2 7389- Anodizing 16 kg @ Rs. 38/kg Rs.

3 2609 - MS Galvanized Bracket 5 kg @ 104/kg Rs.

4 2613 - SS Bolts with washer of sizes 12 nos @Rs 37/each Rs.

5 HPL External Clads@ Rs.5967.5/sqm x 7.32 sqm Rs.

Add for wastage @ 5% Rs.

Add for Transportation @ 2% Rs.

Add for CP & OH @ 15% sqm Rs.

Add For Labour cess. @ 1 % sqm Rs.

Add for GST Over CP&Cess @ 18% sqm Rs

Rate for 7.32 Sqm = sqm Rs

Rate Per sqm sqm Rs

Rate Per Sqm of HPL Panelling (Say) = Rs.8413.00 / Sqm.

N.S.-2 Providing and fixing 12 mm thick HD Fibre cement board of external wall cladding light gauge steel framed facade structure 51 mm thick which include Everest Galvalume wall frame system (AZ-150,300 Mpa yield strength) comprising 51 mm track profile, 0.5 mm thick, having two equal flanges of 32 mm and vertical studs of size 51 mm,0.5 mm thick, having one flange of 36 mm and another flange of 34 mm and two equal lips. The frame shall be fixed to brick wall with MS work where required. Everest 12 mm thick heavy duty fibre cement board confirming to ISI 4862:2000, Type A category IV and gap will be filled with silicon permanently. inclusive of all taxes and duty as per manufacturer's specification and direction of engineer in charge.

Basic Rate as per quotation Sqm Rs. 1881

Add for wastage @ 5% Rs.

Add for CP & OH @ 15% sqm Rs.

Add For Labour cess. @ 1 % sqm Rs.

Add for GST Over CP&Cess @ 18% sqm Rs

Say per sqm Sqm. Rs. 2351.5

MATERIAL ANALYSIS FOR CARRIAGE

Sr No. Item/Particular Quantity Cement in (Bags) Fine Aggregate (in Cum) Coarse Aggregate (in Cum) Bricks (in Nos.)

PART-1 : CONSTRUCTION OF MULTIPURPOSE HALL.

1 B/w in foundation and plinth in C.M(1:4)

2 Flat Brick Soling

3 P.C.C M-150 in Foundation

4 R.C.C in foundation (1:1:2)

5 R.C.C. In beam,slab,columns (1:1:2)

6 12mm cement plaster in C.M(1:6)

7 6mm thick Cement plaster in C.M(1:4)

8 20mm cement plaster in C.M(1:6)

9 Local sand filling in plinth

A Total Quantity of Cement(Bags)

B Total Quantity of sone sand(Cum)

C Total Quantity of Coarse Aggregate 20mm (Cum)

Add 5% for westage

Total nos of bricks

HEAD - 2 :- P.C.C ROAD & PATHWAY WORKS

1 B/w in foundation and plinthin C.M(1:6) 0

2 125mm thick B/w in C.M(1:4) 0

3 Flat Brick Soling

4 P.C.C M-150 in Foundation

5 R.C.C in foundation (1:1:2) 0

6 R.C.C. In beam,slab,columns (1:1:2) 0

7 12mm cement plaster in C.M(1:6) 0

8 6mm thick Cement plaster in C.M(1:4) 0

9 20mm cement plaster in C.M(1:6) 0

10 20mm cement mortar in FlooringC.M(1:4) 0

11 Local sand filling in plinth

A Total Quantity of Cement(Bags)

B Total Quantity of sone sand(Cum)

C Total Quantity of Coarse Aggregate 20mm (Cum)

Add 5% for westage

Total nos of bricks

HEAD - 3 :-FOUNTAIN WORKS

1 B/w in foundation and plinthin C.M(1:6)

2 125mm thick B/w in C.M(1:4) 0

3 Flat Brick Soling

4 P.C.C M-150 in Foundation

5 R.C.C in foundation (1:1:2)

6 R.C.C. In beam,slab,columns (1:1:2) 0

7 12mm cement plaster in C.M(1:6) 0

8 6mm thick Cement plaster in C.M(1:4) 0

9 20mm cement plaster in C.M(1:6) 0

10 20mm cement mortar in FlooringC.M(1:4) 0

11 Local sand filling in plinth

A Total Quantity of Cement(Bags)

B Total Quantity of sone sand(Cum)

C Total Quantity of Coarse Aggregate 20mm (Cum)

Add 5% for westage

Total nos of bricks

CARRIAGE OF MATERIALS

I BRICKS(Per 1000) carriage to 8 km.

Loading and unloading . 648.24

Haulage = Rs. 24.86 per km. x 8 198.88

Carriage per thousand =

II Local Sand carriage to 3 km.

Loading and unloading . 171.1

Haulage = Rs. 13.44 per km. x 3 40.32

Carriage per cum =

III Coarse sand (16 km lead from Hisua )

Loading and unloading . 171.1

Haulage = Rs. 13.44 per km. x 16 215.04

Carriage per cum =

IV Stone Chips (66 km lead from Domchas)

Loading and unloading . 171.1

Haulage = Rs. 13.44 per km. x 66 887.04

Carriage per cum =