CONSTRUCTION OF JANSEVA KENDRA ,WARD NO-62 ,UNDER PATNA SMART CITY PROJECT AT PATNA CITY (DIST.- PATNA)

Bihar State Building Construction Corporation Limited

PROJECT:PROPOSED CONSTRUCTION OF REGIONAL OFFICE FOR BIHAR STATE POLLUTION BOARD AT PURNIA.

S.N SOR-2018 PARTICULAR NO. LENTH WIDTH HEIGHT QNTY. UNIT RATE AMOUNT

1 2.6 Earth work excavation in foundation. Recharge pit 2 3.14 0.25 1.7 1.7 1.5 6.81

2.6.1 All kinds of soil sum 8.25 cum 314.19 2,591.00

2 2.18 Closed timbering over Area

2.18.2 depth exceeding 1.5m apart 2 3.14 0.7 0.7 0.5 1.54 sqm 115.20 177.00

3 2.28 Supplaying and filling Local Sand do - do all complet job

4 11.72 Providing B/F soling do - do all complet job.

Recharge Pit 2 3.14 1.45 0.25 2.28

Chamber 2 1.2 1.2 2.88

5 4.1.3 Providing P.C.C (1:2:4) do - do all complet job

6 5.1.2 Providing R.C.C M-20 (1:1:5:3) do - do all complet job

7 6.1.14C Brick work with fly ash bricks in foundations and plinth in1:6 in foundation ……………all complite job.

8 13.17.1 Providing & laying 12mm cement plaster 1:3 with punning

Recharge Pit 2 3.14 1.7 0.375 4.004

9 5.22.7A Pod. 8mm steel reinforcement for rcc work 2 25 50.000 kg 70.60 3,530.00

10 Carriage of Materials

(ii) Coarse Sand 210 Km 1.937 cum 715.79 1,387.00

(iii)Stone Chips 250 Km 1.415 cum 2,344.72 3,318.00

(iv) Local Sand(1+2km) 1.346 cum 232.76 313.00

Difference in cost

Materials Stetment

Sl. Item of Work Qty Unit Cement Coarse Sand Stone Chips Local Sand Red Bricks

1 Local Sand 1.346 cum 1.346

2 B/F SOLING 5.157 sqm 165

5 Brick Work cm(1:6) 4.555 cum 0.32 1.23 2250

BSBCCL BSBCCL BSBCCL

KISHANGANJ PURNEA PURNEA

Bihar State Building Construction Carporation Ltd.

PROJECT : CONSTRUCTION OF ICCC BUILDING UNDER PATNA SMART CITY PROJECT AT PATNA (DIST. - PATNA)

Bill of Quantity

Sl. No. SR.Code. SOR-16 Description of Work Unit Building P.H.E R.W.H Septic Tank Total Rate (Rs.) Amount (Rs.)

Qty Qty Qty Qty Qty

1 2.32 Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 100 sqm #REF! #REF! 654.70 #REF!

2 2.29 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m 0.000

(i) 2.29.1 All kinds of soil. 100 sqm #REF! #REF! 1272.50 #REF!

3 20.2 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 0.000

4 20.3 Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load 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) : 0.000

(i) 20.3.4 550 mm dia piles Metre 0.000 0.00

5 20.6 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform 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. 0.000

20.6.1 Single pile upto 50 tonne capacity 0.000

(i) 20.6.1.1 Initial test Per test 0.000 0.00

(i) 20.6.1.2 Routine test Per test 0.000 0.00

6 20.9 Intergity testing of pile using low strain/Sonic intergity test Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. 0.000

Note :- The inclusion of the above item in the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project. Per test 0.000 0.00

7 2.6 Earth work in excavation over areas ( exceeding30 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 belevelledand neatly dressed. 0.000

(i) 2.6.1 All kinds of soil. cum #REF! 8.25 #REF! 314.90 #REF!

8 2.8. Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 0.000

(i) 2.8.1 All Kinds of soil 0.000 0.00

9 2.27 Extra for every additional lift of 1.5m or part thereof in: 0.000

(i) 2.27.1 All kinds of soil cum 0.000 46.30 0.00

10 2.18 Close timbering over areas including strutting, shoring and packing, cavities (wherever required) etc. complete. (Measurement to be taken of the face area timbered): 0.000 0.00

(i) 2.18.2 Depth exceeding 1.5m but not exceeding 3m. cum 1.54 #REF! #REF! 115.20 #REF!

(ii) 2.18.3 Depth exceeding 3m but not exceeding 4.5 m cum 0.000 0.00

11 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 #REF! #REF! 116.50 #REF!

12 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum #REF! 1.35 #REF! #REF! 281.40 #REF!

13 24.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Cum 0.000 0.00

14 24.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Cum 0.000 0.00

15 24.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge. Cum 0.000 0.00

16 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Cum 0.000 0.00

17 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, but excluding carriage cost of bricks & sand. sqm #REF! 5.16 #REF! #REF! 285.20 #REF!

18 11.73 Providing designation 100A one brick on edge soiling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l sqm 0.000 0.00

19 11.3 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete 0.000 0.00

11.3.1 40 mm thick with 20 mm nominal size stone aggregate sqm 0.000 0.00

20 16.3 Supplying and stacking at site. 0.000 0.00

(i) 16.3.9 Good earth cum 0.000 0.00

21 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 0.000 0.00

(i) 4.1.3 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cum 0.63 #REF! #REF! 3953.40 #REF!

(ii) 4.1.5 1:3:6(1 Cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) cum #REF! #REF! 3387.10 #REF!

(iii) 4.1.6 1:3:6(1 Cement: 3 coarse sand:6 graded stone aggregate 40 mm nominal size) cum 0.000 0.00

22 4.12 Extra for Providing and mixing water proofing material in cement concrete work in the proportion recommended by the manufactures Per 50Kg Cement #REF! #REF! 56.57 #REF!

23 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level 0.000 0.00

(i) 5.1.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 0.97 0.969 4630.90 4,487.00

24 5.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement. 0.000 0.00

(i) 5.2.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) 0.000 0.00

25 5.33 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and including retard setting of concrete, improve workability without impairing strength andadmixtures in recommended proportions as per IS: 9103 to accelerate,reinforcement,durability as per direction of Engineer-in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. 0.000 0.00

(i) 5.33.1 All works up to plinth level cum #REF! #REF! 4952.60 #REF!

(ii) 5.33.2 All work above Plinth level upto floor V Level. cum #REF! #REF! 5704.70 #REF!

26 5.31 Extra for laying reinforced cement concrete in or under water and/or liquid mud including cost orpumping orbailing outwaterandremoving slushetc. complete.(Rate same as per item No, 4.29) Note:- The quantity will be calculated by multiplying the depth measured from the subsoil water level upto the centre of gravity of the R.C.C. under subsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. Thedepthof centreof gravity shall bereconedcorrect to 0.1 m. 0.05 m or more shall be takenas 0.1 and lessthan 0.05 m ignored.No extra payment shall be made for placing reinforcement or centering & shuttering under subsoil water conditions. cum 0.000 0.00

27 5.33A Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete 0.000 0.00

(i) 5.33A.2.2 Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. cum #REF! #REF! 5553.60 #REF!

28 5.33B Add or deduct for providing richer or leaner mixes respectively at all floor levels 0.000 0.00

(i) 5.33B.1 Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. cum #REF! #REF! 165.30 #REF!

29 11.79 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweepingextra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge: 0.000 0.00

(i) 11.79.1 (a) 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern. sqm 0.000 0.00

30 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete 0.000 0.00

(i) 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. kg #REF! 50.00 #REF! #REF! 70.60 #REF!

(ii) 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. kg #REF! #REF! #REF! 69.20 #REF!

(iii) 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. kg #REF! #REF! #REF! 67.60 #REF!

(iv) 5.22.7D Thermo-Mechanically Treated bars TMT Fe-500-I6mrn dia kg #REF! #REF! 68.50 #REF!

(v) 5.22.7E Thermo-Mechanically Treated bars TMT Fe-500-20mm dia kg #REF! #REF! 68.50 #REF!

(vi) 5.22.7F Thermo-Mechanically Treated bars TMT Fe-500-25rnm dia. kg 0.000 0.00

31 5.9 Centring and shuttering including strutting,propping etc. and removal of form for 0.000 0.00

(i) 5.9.1 Foundations, footings, bases of columns etc. for mass concrete sqm #REF! #REF! 203.00 #REF!

(ii) 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. sqm 0.000 0.00

(ii) 5.9.3 Suspended floors, roots, landings, balcnies and access platform sqm #REF! #REF! 412.20 #REF!

(iii) 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers sqm #REF! #REF! #REF! 362.90 #REF!

(iv) 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts sqm #REF! #REF! 470.60 #REF!

(v) 5.9.7 Stairs,(excluding landings) except spiral-staircaces sqm #REF! #REF! 424.60 #REF!

(vi) 5.9.16 Edges of slabs and breaks in floors and walis 0.000 0.00

5.9.16.1 Under 20 cms wide Metre 0.000 0.00

(viii) 5.9.19 Weather shade,Chajjas, corbels etc. including edges sqm 0.000 0.00

32 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : 0.000 0.00

(i) 6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) cum #REF! 4.55 #REF! 4853.80 #REF!

(ii) 6.1.12C Cement mortar 1:4 (1 cement: 4 coarse sand ) cum #REF! #REF! #REF! 5048.30 #REF!

33 6.3C Extra tor Brick work in superstructure above plinth level upto floor V cum cum #REF! #REF! 791.80 #REF!

34 13.11 Cement plaster in course sand 12 mm cement plaster of mix 0.000 0.00

(i) 13.11.4 1:6(1 cement: 6 coarse sand) sqm #REF! #REF! 134.50 #REF!

35 13.12 15 mm cement plaster on rough side of single or half brick wall of mix. 0.000 0.00

(i) 13.12.2 1:4 (1 cement: 4 coarse sand) sqm #REF! #REF! #REF! 168.00 #REF!

(i) 13.12.4 1:6 (1 cement: 6 coarse sand) sqm 0.000 0.00

13.17.1 Providing & laying 12mm cement plaster 1:3 with punning sqm 16.00 16.004 195.10 3,122.00

36 13.18 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall sqm 0.000 0.00

37 13.24 6 mm cement plaster to ceiling of mix : 0.000 0.00

(i) 13.24.2 6 mm cement plaster to ceiling of mix 1:4(1 cement: 4 coarse sand) sqm #REF! #REF! 119.10 #REF!

38 13.18 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall. sqm #REF! #REF! 219.90 #REF!

39 13.26 Neat cement punning sqm 0.000 0.00

40 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. sqm #REF! #REF! 797.50 #REF!

41 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness sqm 799.40 o be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown, laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete. sqm #REF! #REF! 712.20 #REF!

42 8.13 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 0.000 0.00

(i) 8.13.1 Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. sqm #REF! #REF! 3273.30 #REF!

43 8.3 Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 0.000 0.00

(i) 8.3.2 Granite Work Metre #REF! #REF! 249.30 #REF!

44 11.20 Chequerred precast cement concrete tiles 22 mm thick with marbie chips of size 6 mm in footpath & coutyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning tec. Complete on 20 mm thick bed of cement mortar 1:4(1 cement:4 coarse sand) 0.000 0.00

(i) 11.20.1 Light shade using white cement sqm 0.000 0.00

45 11.46 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. 0.000 0.00

(i) 11.46.2 Size of Tile 600 x 600 mm sqm #REF! #REF! 1309.50 #REF!

46 11.47 Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). 0.000 0.00

(i) 11.47.2 Size of Tile 600 x 600 mm. sqm #REF! #REF! 1443.70 #REF!

47 13.72 White washing with whiting to give an even shade : 0.000 0.00

(i) 13.72.1 New work (three or more coats) sqm #REF! #REF! 17.00 #REF!

48 13.78 Applying one coat of cement primer of approved brand andmanufacture on wall surface 0.000 0.00

(i) 13.78.1 Cement primer sqm #REF! #REF! 36.70 #REF!

49 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 0.000 0.00

(i) 13.79.1 New work (three or more coats) sqm 0.000 0.00

50 13.80A.1 Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete sqm #REF! #REF! 77.70 #REF!

51 13.77A Distempering with 1st quality washable distemper (ready made ) of approved manufacturer and of required shade and colour complete. As per manufacture's specifications 0.000 0.00

(i) 13.77A.1 Two or more coats on new work sqm #REF! #REF! 53.80 #REF!

52 13.93 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: 0.000 0.00

(i) 13.93.1 Two or more coats on new work sqm #REF! #REF! 80.30 #REF!

53 10.5 Providing and fixing in position collapsible steel shutters with vertical channes 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6 mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer. sqm 0.000 0.00

54 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position andapplying a priming coat of approved steel primer using structural steel, etc. as required 0.000 0.00

(i) 10.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works Kg 0.000 0.00

55 10.7 Providing and fixing 1 mm M.S sheet door frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer 0.000 0.00

(i) 10.7.1 Using flats 30x6 mm for diagonal braces and central cross piece sqm 0.000 0.00

56 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. includingpriming coat with approved steel primer all complete. 0.000 0.00

(i) 9.48.1 Fixed to steel windows by welding Kg 0.000 0.00

57 21.17 Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineerin-charge. (Only weight of grill to be easured for payment). Kg 0.000 0.00

58 9.147B 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 fusionweldedatall corners,mullion(ifrequired)shallbe alsofusion welded includingdrillingof holesfor fixinghardware's anddrainage of water etc. After fixingframe the gap betweenframe and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of requiredsize and of approvedquality,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, sashandmullionextrudedprofilesminus5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. 0.000 0.00

(i) 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 0.000 0.00

59 9.147C Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handleon each side of panelsalongwith zincplated mild steelmultipoint locking having transmissiongear, cylinder with keeps and one side key, G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws, etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, 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 finishedwallshallbe filledwithweatherproof siliconsealentover 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 sealent 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. 0.000 0.00

(i) 9.147C.1 Casement door with 3D hinges made of (big series) frame 67 x64 mm & sash67 x 110 mm bothhavingwallthickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door upto 2.00 sqm) sqm 0.000 0.00

60 9.147E Providing and fixing factory made uPVC white colour sliding glazed window above 1.50 m in height dimension comprising of uPVC multichambered frame with in-builtroller track and sash extrudedprofiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads, uPVC extruded interlocks and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handleononesideof extremepanelalongwithzincplatedmild steelmulti point locking having transmission gear with keeps, zinc alloy (white powder coated) touch lock with hook (if required for wire mesh panel), stainlesssteel (SS 304 grade) body with adjustable double nylon rollers (weightbearingcapacityto be 120 kg), G.Ifasteners100 x 8 mm sizefor fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixingframe thegapbetweenframe andadjacentfinished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge.(Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Note: For uPVC frame and sash extrudedprofiles minus5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. 0.000 0.00

(i) 9.147E.1 Two track two panels slidingwindow made of (big series) frame 67 x 50 mm & sash 46 x 62 mm both having wall thicknessof 2.3 ± 0.2 mm and singleglazingbead / double glazing bead of appropriate dimension. (Area of window above 2.50 sqm upto 4.00 sqm.) sqm 0.000 0.00

61 10.38 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows all complete with 0.000 0.00

(i) 10.38.2 5.5 mm thick glass panes. sqm 0.000 0.00

62 9.136 Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out of 16 SWG G.I.sheet(zinccoatingnotless than120gm/sqm)duly filled with vermuculite based concrete mix,suitable for mounting60 minutes fire rated door shutters.The frame is fitted with intumuscentfire seal strip of size 10x4 mm (minimum)alroundthe frame and fixing with dash fastener of approved size and make, including applyinga coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in-charge (Dash fastener to be paid for separately). Metre 0.000 0.00

63 9.138 Providing and fixing glazing in fire resistant door shutters, fixed panels, ventilatorsand partitionsetc.,with G.I. beading of appropriate size, made out of 20 SWG G.I.sheet (zinc coating not less than 120 gm/m2), fire resistant sealant, including applying a coat of approved fire resistant primer on G.I. beading etc., complete all as per direction of Engineer-incharge. 0.000 0.00

(i) 9.138.1 With clear fire resistant glass panes 6 mm thick of approved brand, having minimum 60 minutes fire resistance sqm 0.000 0.00

64 9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wroughtframed andfixedinpositionwithholdfast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately) 0.000 0.00

65 9.21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type,core of block board construction with frame of 1 st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 0.000 0.00

(i) 9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws sqm 0.00 0.000 1674.30 0.00

66 9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (overall area of door shutter to be measured) sqm 0.00 0.000 401.40 0.00

67 9.24 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glas excluded) 0.000 0.00

(i) 9.24.1 Rectangular or Square sqm 0.00 0.000 173.90 0.00

68 9.7 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shuttersfor doors, windows and clerestorywindows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: 0.000 0.00

(i) 9.7.7 Float glass panes. 0.000 0.00

(ii) 9.7.7.2 5.5 mm thick glass pane. sqm 0.00 0.000 1505.60 0.00

69 21.18 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). sqm 0.000 0.00

70 AR in hazz bhawan Providing and fixing SS pull handles anodised transparent or dyed to required colour and shade with necessary screws etc. complete: (30mm dia) sqm 0.00 0.000 0.00

71 AR in hazz bhawan Providing and fixing Glass To Glass lock necessary Screws etc... Complete sqm 0.00 0.000 0.00

72 12.45 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixedto wall/partition with the help of rawl plugs at 450 mm centre,with 25 mm long dry wall screws@ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screwsof size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutoutsmade with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with 0.000 0.00

(i) 12.45.4 Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-in-charge and as per manufacturer’s specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60. sqm 0.000 0.00

73 12.53X Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main ‘T’runnersuitably spacedat joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centreto centreto form a grid of 1200x600mm and secondarycross ‘T’of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge sqm 0.000 0.00

74 AR in BSBCCL Providing and fixing zebra blinds for window,do - do all complite job sqm 0.000 0.00

75 21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / aneling,C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 0.000 0.00

21.1.1 For fixed portion 0.000 0.00

21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) Kg #REF! #REF! 414.70 #REF!

76 21.8 Filling the gap in between aluminium frame & adjacent RCC/ Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. 0.000 0.00

(i) 21.8.1 Upto 5mm depth and 5 mm width Metre #REF! #REF! 79.50 #REF!

77 9.88 Providing and fixing chromium plated 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 #REF! #REF! 726.80 #REF!

78 10.18 Providing and fixing Circular/Hexagonal cast ironor M.S Sheet box for Ceilling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. Each #REF! #REF! 139.10 #REF!

79 10.5 Providing and fixing in position collapsible steel shutter with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer. sqm 0.000 0.00

80 13.81 Applying priming coat: 0.000 0.00

(i) 13.81.3 With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works sqm 0.000 0.00

81 13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: 0.000 0.00

(i) 13.82.1 New steel work (two or more coats) sqm 0.000 0.00

82 13.94 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 0.000 0.00

(i) 13.94.1 Two or more coats on new work over an under coat of suitable shade with ordinary pain+ of approved brand and manufacture sqm 0.000 0.00

83 13.116 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. Metre 0.000 0.00

84 5.45 Providing and fixing of expansion joint system related with wall joint (internal /external) location as per drawings and direction of Engineer-In- Charge. 0.000 0.00

(i) 5.45.1 Wall Joint of 100 mm gap. Metre 0.000 0.00

85 10.33 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approved steel primer 0.000 0.00

(i) 10.33.1 MS tube (medium) 40mm nominal bore Kg #REF! #REF! 115.80 #REF!

86 9.96 Providing and fixing aluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete: 0.000 0.00

(i) 9.96.1 300x16 mm Each #REF! #REF! 233.70 #REF!

87 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coatingnot lessthangrade AC 10 as per IS : 1868 ), transparentor dyed to required colour or shade, with necessary screws etc. complete: 0.000 0.00

(i) 9.97.1 300x10 mm Each #REF! #REF! 111.00 #REF!

(ii) 9.97.2 250x10 mm Each #REF! #REF! 97.70 #REF!

88 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coatingnotlessthangradeAC 10 asperIS: 1868)transparentor dyedto required colour or shade, with necessary screws etc. complete: 0.000 0.00

(i) 9.100.1 125 mm Each #REF! #REF! 56.80 #REF!

89 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparentor dyed to requiredcolour and shade,with necessaryscrews etc. complete. 0.000 0.00

(i) 9.101.2 Twin rubber stopper Each #REF! #REF! 60.60 #REF!

90 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and metre #REF! #REF! 1082.80 #REF!

91 12.39 Making Khurras 45 x 45 cm with average minimum thickness of 5cm 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 complet Each #REF! #REF! 178.00 #REF!

92 11.76 Providing average 150mm thick dry rammed khoa between to 112mm (compacted with water) made of well burnt or jhama bricks including ramming properly till compacted thickness is achieved, curing and carriage of water with all leads, making proper slope and blinding the top with cement mortar (1: 10) all complete as per building specification and direction of E/l sqm #REF! #REF! 391.20 #REF!

93 19.19 Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality. 0.000 0.00

19.19.2.1 Square shape 450 mm internal diameter Each 0.000 0.00

19.19.4.1 Circular shape 560 mm internal diameter Each #REF! #REF! 1386.40 #REF!

94 19.15 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal\ size) as per standard design 0.000 0.00

(i) 19.15.2 With 20 mm diameter round bar Each #REF! #REF! 241.20 #REF!

95 19.18 Supplying and fixing C.I. cover without frame for manholes : 0.000 0.00

(i) 19.18.2 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg Each 2.00 2.000 3159.40 6,319.00

96 19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 0.000 0.00

(i) 19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each #REF! #REF! 33640.10 #REF!

97 22.3 Providing and laying water proofing treatment to vertical & horizontal surfaces of depressed portions of W.C. kitchen and the like consisting of: (i) 1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming tc IS 2645 in recommended proportions.(ii) 11 nd course of 20 mm cement plaster 1:3 (1 cement:3 coarse sand)mixed with water proofing compound in recommended proportion, (iii) Illrd course of applying blown or/residual bitumen aplied hot at 1.7 kg. per sqm of area, (iv) Ivth 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/sqni). sqm #REF! #REF! 458.80 #REF!

98 22.20 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/ sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using ButaneTorch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5 cm. Tearstrength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane. 0.000 0.00

(i) 22.20.1 3 mm thick sqm #REF! #REF! 456.20 #REF!

99 12.56X Providing and laying roof insulation with 40 mm thick impervious sprayedclosed cell free Rigid Polyurethane foam over deck insulation conforming to IS - 12432 Pt. III (density of foam being 40-45 kg/ cum), over a coat of polyurethane primer applied @ 6-8 sqm per litre, laying 400 G polythenesheet over PUF spray and providing a wearing course of 40 mm thick cement screed 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) in chequeredrough finish, in panels of 2.5 m x 2.5 m and embedding with 24 G wire netting and sealing the joints with polymerized mastic, all complete as per direction of Engineer-in-Charge. sqm #REF! #REF! 1402.50 #REF!

100 22.21 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100%polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. sqm #REF! #REF! 83.90 #REF!

101 26A.2 Desining, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including 0.000 0.00

a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cumsmoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: 0.000 0.00

b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. 0.000 0.00

c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture,as per the approved sealant design, within and all around the perimeter for holding glass. 0.000 0.00

d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight 0.000 0.00

e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-incharge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified,as per the approved shop drawings and as directed by the Engineerin-Charge. 0.000 0.00

Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead. However,for the purpose of payment, only the actual area of structural glazing (including width of grooves ) on the external face shall be measured in sqm. up to two decimal places. 0.000 0.00

Note:-2. The following performance test are to be conducted onstructural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by BL(National Accreditation Boardfor Testing and Calibration boratories), Department of Science &Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NBL Certified laboratories 0.000 0.00

1. Performance Laboratory Test for Air Leakage Test (-50pa to –300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr” 0.000 0.00

2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME-331-09 testing method for a range up to 2000 ml.” 0.000 0.00

3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01-05 testing method for a range upto 2000 ml” 0.000 0.00

4. Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm” 0.000 0.00

5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site 0.000 0.00

6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml” Sqm 0.000 0.00

102 26A.7 Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: 0.000 0.00

a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. 0.000 0.00

b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. 0.000 0.00

c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per pecification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. Sqm 0.000 0.00

103 26A.3 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-inCharge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2)For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating onface # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 0.000 0.00

104 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 imported earth,sludge or manure). cum 0.000 0.00

105 23.3 Supplying and stacking Sludge at site including royalty and carriage (Sludge measusred in stacks will be reduced by 8% for payment). cum 0.000 0.00

106 23.6 Uprooting weeds form the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. 100sqm 0.000 0.00

107 23.7 Fine dressing the ground 100sqm 0.000 0.00

108 22.10 Grassing with 'Doob' grass including watering and maintenanceof 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. 0.000 0.00

(i) 22.10.3 In rows 5 cm apart in either direction. 100sqm 0.000 0.00

109 AR(main Buiding BSBCCL) Supplying of different type of ornamental plant etc. aii complete job as per direction of E/I 0.000 0.00

(i) Cicus Each 0.000 0.00

(ii) Fikus Each 0.000 0.00

(iii) Sampian Pam Each 0.000 0.00

(iv) Cocopit Each 0.000 0.00

110 AR(main Buiding BSBCCL) Supplying of different type of seasonal flower plants etc. all complete job as per specification and direction of E/I Each 0.000 0.00

111 16.91 Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape,made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer- in-Charge. 0.000 0.00

(i) 16.91.1 60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern sqm 0.000 0.00

200 Carriage of materials 0.000 0.00

A Coarse Sand (Lead-40 km) cum #REF! 1.94 #REF! #REF! 715.790 #REF!

B Stone Chips (lead-160Km) cum #REF! 1.42 #REF! #REF! 2344.720 #REF!

C Bricks (lead 7+1 km) Per Thousand #REF! 2415.00 #REF! #REF! 784.141 #REF!

D Extra cost of Bricks as per material statement Per Thousand #REF! 2415.00 #REF! #REF! 1464.650 #REF!

E Cement MT #REF! 3.42 #REF! #REF! 236.950 #REF!

F Carriage cost of local sand cum #REF! 1.35 #REF! #REF! 232.765 #REF!

1.0 Sanitary Fixture 0.000 0.00

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. 0.000 0.00

17.1.1 White vitreous china Orissa pattern WC pan of size 580 x 440mm with intergal type foot rests. each 3 3.000 4251.10 12,753.00

17.3 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required 0.000 0.00

17.3.1 W.C. pan with ISI marked white solid plastic seat and lid each 3 3.000 5395.20 16,186.00

17.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required 0.000 0.00

17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern each 2 2.000 3622.40 7,245.00

17.7 Providing and fixing white vitreous china wash basin with C.I. / M.S. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. 0.000 0.00

17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps each 4 4.000 2538.80 10,155.00

17.9 Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required : 0.000 0.00

17.9.1 White glazed fire clay kitchen sink of size 600x450x250 mm each 2 2.000 2704.70 5,409.00

17.70 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 0.000 0.00

17.70.2 Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms each 4 4.000 348.60 1,394.00

17.31 Providing and fixing 600 x 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers comelete. each 4 4.000 978.90 3,916.00

17.34 Providing and fixing toilet paper holder: 0.000 0.00

17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 0.000 0.00

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 170 gms. each 1 1.000 439.00 439.00

17.35 Providing and fixing soil, waste and vent pipes. 0.000 0.00

17.35.1.2 Centrifugally cast (spun) iron S&S pipe. (1.75 m long) merter 25 25.000 1057.80 26,445.00

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. 0.000 0.00

17.39 Providing and fixing plain bend of required degree. 0.000 0.00

17.39.1.2 Centrifugally cast (spun) iron S & S each 10 10.000 390.70 3,907.00

17.43 Providing and fixing single equal plain junction of required degree with acesses door, insersion rubber washer 3mm thick, bolts and nuts complete. 0.000 0.00

Centrifugally cast (spun) iron S & S each 10 10.000 722.50 7,225.00

17.56 Providing and fixing terminal guard. 0.000 0.00

17.56.1.2 Centrifugally cast (spun) iron S & S each 10 10.000 389.40 3,894.00

17.57 Providing and fixing collar 0.000 0.00

17.57.1.2 Centrifugally cast (spun) iron S & S each 6 6.000 409.50 2,457.00

17.58 Providing lead caulked joints to sand cast iron / centrifugallly cast (spun) iron pipes and fittings of diametre: 0.000 0.00

17.59 Providing and fixing M.S stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of diametre. 0.000 0.00

17.60 Providing and fixing sand cast iron trap of self cleansing design with sand cast iron screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors. 0.000 0.00

17.60.1 100mm inlet and 100mm outlet 0.000 0.00

17.60.1.1 Sand cast iron S&S as per IS: 3989 each 10 10.000 1097.10 10,971.00

17.65 Painting sand cast iron/centrifugally cast (spun) iron soil waste vent pipes and fittings with paint of any colour such as chocolate gray or buff etc. over a coat of primer (of approved quality) for new work. 0.000 0.00

12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 0.000 0.00

12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for therma expansion.(SW) 0.000 0.00

12.79.3 Single tee with door 0.000 0.00

12.79.6 Shoe plain 0.000 0.00

2.0 Internal Water Supply 0.000 0.00

18.12 Providing and fixing G.I. pipe complete with G.I. fittings and clamps, including, cutting and making good the walls etc. (internal work) 0.000 0.00

Exposed on walls 0.000 0.00

18.12.1 15 mm dia nominal bore metre 25 25.000 187.90 4,698.00

18.12.2 20mm dia nominal bore metre 75 75.000 227.50 17,063.00

18.12.3 25mm dia nominal bore metre 75 75.000 303.20 22,740.00

18.12.4 32mm dia nominal bore metre 85 85.000 363.30 30,881.00

18.12.5 40 mm dia nominal bore metre 85 85.000 417.00 35,445.00

18.38 Painting of exposed pipes with two or more coats of synthetic enamel paint of approved quality over a coat of red oxide zinc cromate primer including painting of legends in English with direction arrows. 0.000 0.00

18.38.1 15 mm dia nominal bore metre 25 25.000 11.20 280.00

18.38.2 20mm dia nominal bore metre 75 75.000 13.10 983.00

18.38.3 25mm dia nominal bore metre 75 75.000 17.40 1,305.00

18.38.4 32mm dia nominal bore metre 85 85.000 20.50 1,743.00

18.38.5 40 mm dia nominal bore metre 85 85.000 24.30 2,066.00

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. 0.000 0.00

Concealed work including cutting chases and making good the walls etc. 0.000 0.00

18.8.1 15mm nominal outer dia pipes metre 120 120.000 267.60 32,112.00

18.8.2 20mm nominal outer dia pipes metre 150 150.000 336.10 50,415.00

18.16 Providing and fixing brass stop cock of approved quality : 0.000 0.00

18.13 Making connection of G.I distribution branch with G.I main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete. 0.000 0.00

18.13.1 25 to 40mm nominal bore Each 8 8.000 402.30 3,218.00

18.13.2 50 to 80mm nominal bore Each 8 8.000 1063.10 8,505.00

18.17 Providing and fixing gun metal gate valve with C.I wheel of approved quality (screwed end). 0.000 0.00

18.17.1 25 mm nominal bore Each 8 8.000 497.20 3,978.00

18.17.2 32 mm nominal bore Each 8 8.000 581.30 4,650.00

18.17.3 40 mm nominal bore Each 8 8.000 678.40 5,427.00

18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end). 0.000 0.00

18.19.2 40 mm nominal bore 0.000 0.00

18.48 Providing and placing on terrace (at all floor levels) polythylene water storage 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. Litre 2000 2,000.00 8.80 17,600.00

18.58 Providing and fixing PTMT grating of approved quality and colour. 0.000 0.00

18.58.2 Rectangular type with openable circular lid. 0.000 0.00

18.58.2.1 150mm nominal size square 100mm diameter of the inner hinged round grating. Each 30 30.000 169.00 5,070.00

18.62 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy aluminium rod with L.P / H.P.H.D plastic ball. 0.000 0.00

18.62.4 40mm nominal bore, 206mm long. Weighing not less than 690 gms Each 2 2.000 728.50 1,457.00

18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 0.000 0.00

18.50 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 0.000 0.00

18.53 Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS : 8931 0.000 0.00

18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 0.000 0.00

18.21 Providing and fixing uplasticised PVC connection pipe with brass unions: 0.000 0.00

3.0 Sewerage & Drainage System 0.000 0.00

2.13 Excavating trenches of required width for pipes, cables etc. Including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5M including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cms 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 Hard/dense soil. 0.000 0.00

2.13.1 Ordinary rock : 0.000 0.00

2.13.1.2 Pipes, cables etc, exceeding 80mm dia but not exceeding 300 mm dia Metre 30 30.000 812.20 24,366.00

19.6 Providing, laying Non pressure NP2 class (light duty) RCC Pipes with collars jointed with stiff mixture of cement mortar in the propoertion of 1:2 (1 cement : 2 fine sand) including testing and jointing etc complete. 0.000 0.00

19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 0.000 0.00

19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. 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) : 0.000 0.00

19.7.1.1 With F.P.S. bricks (For Storm water) each 3 3.000 7564.90 22,695.00

19.7.1.2 With F.P.S. bricks (For Sewer) each 3 3.000 7564.90 22,695.00

19.8 Extra for depth for manholes 0.000 0.00

19.8.1.1 F.P.S. bricks (For Storm water) Metre 3 3.000 5661.00 16,983.00

19.8.1.2 F.P.S. bricks (For Sewer) Metre 3 3.000 5661.20 16,984.00

1 24.10 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. 0.000 0.00

2 24.20 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. 0.000 0.00

3 24.10 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 -incharge. 0.000 0.00

24.10.1 100 mm nominal size dia having minimum wall metre 40.00 40.000 1145.20 45,808.00

24.10.3 200 mm nominal size dia having minimum wall metre 15.00 15.000 1999.80 29,997.00

4 24.11 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-incharge. 0.000 0.00

24.11.1 100 mm nominal size dia metre 15.00 15.000 1226.00 18,390.00

5 24.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 0.000 0.00

6 24.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 0.000 0.00

7 24.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I) 0.000 0.00

8 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Cum 8.00 8.000 1388.90 11,111.00

9 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. hour 12.00 12.000 857.60 10,291.00

Water Pumping Set - 1 No. 0.000 0.00

10 AR S/F/F 2 H.P. CROMPTION SUBMERSIBLE PUMP OF ISI MARK WITH STARTER, PANNEL, CABLE, WELL COVER etc. ALL COMPLETE JOB Set 1.00 1.000 28975.00 28,975.00

1 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, beyond 90 metre & upto 150 metre depth below ground level. 0.000 0.00

2 24.4 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. 0.000 0.00

24.4.2 150 mm nominal size dia metre 15.00 15.000 740.10 11,102.00

3 24.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. cum 0.56 0.560 1235.90 692.00

6 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-incharge. cum 1.35 1.350 1388.90 1,875.00

7 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 0.000 0.00

Total Amount :- #REF!

Bihar State Building Construction Corporation Ltd.

Estimate of Rain Water Harvesting

S.N SOR 2018 PARTICULAR Unit Rate NO. Qty Total Qty Amount

1 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, beyond 90 metre & upto 150 metre depth below ground level.

2 24.4 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.

3 24.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. cum 1,235.900 2.000 0.56 1.12 1,384.00

6 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-incharge. cum 1,388.900 2.000 1.35 2.70 3,750.00

10 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 0.00

Total Amount (Rs.) 50,221.00

BSBCCL BSBCCL BSBCCL

KISHANGANJ PURNEA PURNEA

Bihar State Building Construction Carporation Ltd.

PROJECT : CONSTRUCTION OF JANSEVA KENDRA UNDER PATNA SMART CITY PROJECT AT PATNA (DIST. - PATNA)

Bill of Quantity

Sl. No. SR.Code. SOR-20 Description of Work Unit Building P.H.E tube well Boundary Campus Septic Tank Electrical Total Rate (Rs.) Amount (Rs.) Building Boundary Campus Septic Tank Total Diff

Qty Qty Qty Qty Qty Qty Qty Qty Qty Qty Qty Qty Qty

1 2.32 Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 100 sqm #REF! #REF! 654.70 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

2 20.3 Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load 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) : 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 20.3.1 300 mm dia piles Metre #REF! #REF! 2074.00 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

3 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth ) Metre #REF! #REF! 167.50 #REF! 0.00 #REF! 0.00 0.00 #REF! #REF!

4 2.6 Earth work in excavation over areas ( exceeding30 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 belevelledand neatly dressed. 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 2.6.1 All kinds of soil. cum #REF! #REF! #REF! #REF! 314.90 #REF! #REF! #REF! 0.00 #REF! #REF! #REF!

5 2.27 Extra for every additional lift of 1.5m or part thereof in: 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 2.27.1 All kinds of soil cum #REF! #REF! 46.30 #REF! 0.00 0.00 0.00 #REF! #REF! #REF!

6 2.18 Close timbering over areas including strutting, shoring and packing, cavities (wherever required) etc. complete. (Measurement to be taken of the face area timbered): 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 2.18.2 Depth exceeding 1.5m but not exceeding 3m. cum #REF! #REF! 115.20 #REF! 0.00 0.00 0.00 #REF! #REF! #REF!

(ii) 2.18.3 Depth exceeding 3m but not exceeding 4.5 m cum 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

7 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 #REF! #REF! 116.50 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

8 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum #REF! #REF! #REF! #REF! #REF! 281.40 #REF! #REF! #REF! #REF! #REF! #REF! #REF!

9 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, but excluding carriage cost of bricks & sand. sqm #REF! #REF! #REF! #REF! 285.20 #REF! #REF! #REF! 0.00 #REF! #REF! #REF!

10 11.73 Providing designation 100A one brick on edge soiling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l sqm #REF! #REF! 449.80 #REF! 0.00 0.00 #REF! 0.00 #REF! #REF!

11 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 4.1.3 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cum #REF! #REF! 3953.40 #REF! 0.00 0.00 0.00 #REF! #REF! #REF!

(ii) 4.1.5 1:3:6(1 Cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) cum #REF! #REF! 3387.10 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

12 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 5.1.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) cum #REF! #REF! 4630.90 #REF! 0.00 #REF! 0.00 0.00 #REF! #REF!

13 5.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 5.2.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) #REF! #REF! 5555.20 #REF! 0.00 #REF! 0.00 0.00 #REF! #REF!

14 5.33 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and including retard setting of concrete, improve workability without impairing strength andadmixtures in recommended proportions as per IS: 9103 to accelerate,reinforcement,durability as per direction of Engineer-in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 5.33.1 All works up to plinth level cum #REF! #REF! 4952.60 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

(ii) 5.33.2 All work above Plinth level upto floor V Level. cum #REF! #REF! 5704.70 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

15 5.33A Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 5.33A.2.2 Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. cum #REF! #REF! 5553.60 #REF! 0.00 0.00 0.00 #REF! #REF! #REF!

16 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. kg #REF! #REF! #REF! #REF! 70.60 #REF! #REF! #REF! 0.00 #REF! #REF! #REF!

(ii) 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. kg #REF! #REF! #REF! 69.20 #REF! #REF! 0.00 0.00 #REF! #REF! #REF!

(iii) 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. kg #REF! #REF! #REF! #REF! 67.60 #REF! #REF! #REF! 0.00 #REF! #REF! #REF!

(iv) 5.22.7D Thermo-Mechanically Treated bars TMT Fe-500-I6mrn dia kg #REF! #REF! #REF! 68.50 #REF! #REF! #REF! 0.00 0.00 #REF! #REF!

(v) 5.22.7E Thermo-Mechanically Treated bars TMT Fe-500-20mm dia kg #REF! #REF! 68.50 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

17 5.9 Centring and shuttering including strutting,propping etc. and removal of form for 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 5.9.1 Foundations, footings, bases of columns etc. for mass concrete sqm #REF! #REF! 203.00 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

(ii) 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. sqm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(ii) 5.9.3 Suspended floors, roots, landings, balcnies and access platform sqm #REF! #REF! 412.20 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

(iii) 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers sqm #REF! #REF! #REF! #REF! 362.90 #REF! #REF! #REF! 0.00 #REF! #REF! #REF!

(iv) 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts sqm #REF! #REF! #REF! 470.60 #REF! #REF! #REF! 0.00 0.00 #REF! #REF!

(v) 5.9.7 Stairs,(excluding landings) except spiral-staircaces sqm #REF! #REF! 424.60 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

18 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) cum #REF! #REF! 4853.80 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

(ii) 6.1.12C Cement mortar 1:4 (1 cement: 4 coarse sand ) cum #REF! #REF! #REF! #REF! 5048.30 #REF! #REF! #REF! 0.00 #REF! #REF! #REF!

19 6.3C Extra tor Brick work in superstructure above plinth level upto floor V cum cum #REF! #REF! #REF! 791.80 #REF! #REF! #REF! 0.00 0.00 #REF! #REF!

20 13.11 Cement plaster in course sand 12 mm cement plaster of mix 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 13.11.4 1:6(1 cement: 6 coarse sand) sqm #REF! #REF! 134.50 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

21 13.12 15 mm cement plaster on rough side of single or half brick wall of mix. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 13.12.2 1:4 (1 cement: 4 coarse sand) sqm #REF! #REF! #REF! 168.50 #REF! #REF! 0.00 0.00 #REF! #REF! #REF!

(i) 13.12.4 1:6 (1 cement: 6 coarse sand) sqm #REF! #REF! 154.80 #REF! 0.00 #REF! 0.00 0.00 #REF! #REF!

22 13.18 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall sqm #REF! #REF! 219.90 #REF! 0.00 0.00 0.00 #REF! #REF! #REF!

23 13.24 6 mm cement plaster to ceiling of mix : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 13.24.2 6 mm cement plaster to ceiling of mix 1:4(1 cement: 4 coarse sand) sqm #REF! #REF! 119.10 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

24 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. sqm #REF! #REF! 797.50 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

25 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness sqm 799.40 o be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown, laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete. sqm #REF! #REF! 712.20 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

26 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 ) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

11.26.1 20 to 25 mm thick - sqm #REF! #REF! 1153.80 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

27 11.27 Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm sqm #REF! #REF! 1224.20 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

28 11.24 Extra for nosing in marble stone for treads Metre #REF! #REF! 291.20 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

29 11.46 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 11.46.2 Size of Tile 600 x 600 mm sqm #REF! #REF! 1309.50 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

30 11.47 Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 11.47.2 Size of Tile 600 x 600 mm. sqm #REF! #REF! 1443.70 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

31 13.78 Applying one coat of cement primer of approved brand andmanufacture on wall surface 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 13.78.1 Cement primer sqm #REF! #REF! #REF! 36.70 #REF! #REF! #REF! 0.00 0.00 #REF! #REF!

32 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 13.79.1 New work (three or more coats) sqm #REF! #REF! 77.90 #REF! 0.00 #REF! 0.00 0.00 #REF! #REF!

33 13.77A Distempering with 1st quality washable distemper (ready made ) of approved manufacturer and of required shade and colour complete. As per manufacture's specifications 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 13.77A.1 Two or more coats on new work sqm #REF! #REF! 53.80 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

34 10.5 Providing and fixing in position collapsible steel shutters with vertical channes 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6 mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

10.5.2 Using flats 30x6 mm for diagonal braces and central cross piece. sqm #REF! #REF! 3095.90 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

35 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position andapplying a priming coat of approved steel primer using structural steel, etc. as required 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 10.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works Kg #REF! #REF! 99.50 #REF! 0.00 #REF! 0.00 0.00 #REF! #REF!

36 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. includingpriming coat with approved steel primer all complete. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 9.48.1 Fixed to steel windows by welding Kg #REF! #REF! 116.90 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

37 21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / aneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) Kg #REF! #REF! 414.70 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

38 21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 21.3.2 With float glass panes of 5.50 mm thickness sqm #REF! #REF! 1110.20 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

39 10.18 Providing and fixing Circular/Hexagonal cast ironor M.S Sheet box for Ceilling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. Each #REF! #REF! 139.10 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

(i) 13.81.3 With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works sqm #REF! #REF! 32.40 #REF! 0.00 #REF! 0.00 0.00 #REF! #REF!

41 13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 13.82.1 New steel work (two or more coats) sqm #REF! #REF! 80.30 #REF! 0.00 #REF! 0.00 0.00 #REF! #REF!

42 10.33 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approved steel primer 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 10.33.1 MS tube (medium) 40mm nominal bore Kg #REF! #REF! 115.80 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

43 9.96 Providing and fixing aluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 9.96.1 300x16 mm Each #REF! #REF! 233.70 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

44 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coatingnot lessthangrade AC 10 as per IS : 1868 ), transparentor dyed to required colour or shade, with necessary screws etc. complete: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 9.97.1 300x10 mm Each #REF! #REF! 111.00 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

(ii) 9.97.2 250x10 mm Each #REF! #REF! 97.70 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

45 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coatingnotlessthangradeAC 10 asperIS: 1868)transparentor dyedto required colour or shade, with necessary screws etc. complete: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 9.100.1 125 mm Each #REF! #REF! 56.80 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

46 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparentor dyed to requiredcolour and shade,with necessaryscrews etc. complete. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 9.101.2 Twin rubber stopper Each #REF! #REF! 60.60 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

47 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and metre #REF! #REF! 1082.80 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

48 11.76 Providing average 150mm thick dry rammed khoa between to 112mm (compacted with water) made of well burnt or jhama bricks including ramming properly till compacted thickness is achieved, curing and carriage of water with all leads, making proper slope and blinding the top with cement mortar (1: 10) all complete as per building specification and direction of E/l sqm #REF! #REF! 391.20 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

49 19.19 Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

19.19.2.1 Square shape 450 mm internal diameter Each 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

19.19.4.1 Circular shape 560 mm internal diameter Each #REF! #REF! 1386.40 #REF! 0.00 0.00 0.00 #REF! #REF! #REF!

50 19.15 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal\ size) as per standard design 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 19.15.2 With 20 mm diameter round bar Each #REF! #REF! 241.20 #REF! 0.00 0.00 0.00 #REF! #REF! #REF!

51 19.18 Supplying and fixing C.I. cover without frame for manholes : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 19.18.2 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg Each #REF! #REF! 3159.40 #REF! 0.00 0.00 0.00 #REF! #REF! #REF!

52 19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each #REF! #REF! 33640.10 #REF! 0.00 0.00 0.00 #REF! #REF! #REF!

53 22.3 Providing and laying water proofing treatment to vertical & horizontal surfaces of depressed portions of W.C. kitchen and the like consisting of: (i) 1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming tc IS 2645 in recommended proportions.(ii) 11 nd course of 20 mm cement plaster 1:3 (1 cement:3 coarse sand)mixed with water proofing compound in recommended proportion, (iii) Illrd course of applying blown or/residual bitumen aplied hot at 1.7 kg. per sqm of area, (iv) Ivth 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/sqni). sqm #REF! #REF! 458.80 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

54 22.20 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/ sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using ButaneTorch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5 cm. Tearstrength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 22.20.1 3 mm thick sqm #REF! #REF! 456.20 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

A Coarse Sand (Lead-40 km) cum #REF! #REF! #REF! #REF! #REF! 783.660 #REF! #REF! #REF! #REF! #REF! #REF! #REF!

B Stone Chips (lead-160Km) cum #REF! #REF! #REF! #REF! 1666.000 #REF! #REF! #REF! 0.00 #REF! #REF! #REF!

C Bricks (lead 7+1 km) Per Thousand #REF! #REF! #REF! #REF! #REF! 784.060 #REF! #REF! #REF! #REF! #REF! #REF! #REF!

D Extra cost of Bricks as per material statement Per Thousand #REF! #REF! #REF! #REF! #REF! 1463.490 #REF! #REF! #REF! #REF! #REF! #REF! #REF!

E Cement MT #REF! #REF! #REF! #REF! #REF! 236.950 #REF! #REF! #REF! #REF! #REF! #REF! #REF!

F Carriage cost of local sand cum #REF! #REF! #REF! #REF! #REF! 232.760 #REF! #REF! #REF! #REF! #REF! #REF! #REF!

0.00 #REF! #REF! #REF! #REF! #REF! #REF!

0.00 0.00 ok ok ok ok

1.0 Sanitary Fixture 0.00 0.00

56 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. #REF! #REF! #REF!

(i) 17.1.1 White vitreous china Orissa pattern WC pan of size 580 x 440mm with intergal type foot rests. each #REF! #REF! 4251.10 #REF!

#REF! #REF! #REF!

57 17.3 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required #REF! #REF! #REF!

(i) 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid each #REF! #REF! 5395.20 #REF!

58 17.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required #REF! #REF! #REF!

(i) 17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern each #REF! #REF! 3622.40 #REF!

59 17.7 Providing and fixing white vitreous china wash basin with C.I. / M.S. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. #REF! #REF! #REF!

(i) 17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps each #REF! #REF! 2538.80 #REF!

#REF! #REF! #REF!

60 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. #REF! #REF! #REF!

(i) 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 170 gms. each #REF! #REF! 439.00 #REF!

#REF! #REF! #REF!

61 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. #REF! #REF! #REF!

(i) 17.37.1 For 100mm dia pipe each #REF! #REF! 170.00 #REF!

#REF! #REF! #REF!

62 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. #REF! #REF! #REF!

(i) 12.78.1 75 mm diameter Metre #REF! #REF! 158.60 #REF!

(ii) 12.78.2 110 mm diameter Metre #REF! #REF! 252.60 #REF!

#REF! #REF! #REF!

63 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for therma expansion.(SW) #REF! #REF! #REF!

12.79.1 Coupler #REF! #REF! #REF!

(i) 12.79.1.1 75 mm Each #REF! #REF! 77.80 #REF!

(ii) 12.79.1.2 110mm Each #REF! #REF! 117.80 #REF!

#REF! #REF! #REF!

12.79.3 Single tee with door #REF! #REF! #REF!

(iii) 12.79.3.1 75x75x75mm Each #REF! #REF! 139.80 #REF!

(iv) 12.79.3.2 110x110x110mm Each #REF! #REF! 191.20 #REF!

#REF! #REF! #REF!

12.79.5 Bend #REF! #REF! #REF!

(v) 12.79.5.1 75mm Each #REF! #REF! 89.90 #REF!

(vi) 12.79.5.2 110mm Each #REF! #REF! 129.80 #REF!

#REF! #REF! #REF!

12.79.6 Shoe plain #REF! #REF! #REF!

(vii) 12.79.6.1 75mm Each #REF! #REF! 79.20 #REF!

(viii) 12.79.6.2 110mm Each #REF! #REF! 113.78 #REF!

2.0 Internal Water Supply 0.00 0.00

64 18.12 Providing and fixing G.I. pipe complete with G.I. fittings and clamps, including, cutting and making good the walls etc. (internal work) 0.00 0.00

Exposed on walls 0.00 0.00

(i) 18.12.1 15 mm dia nominal bore metre #REF! #REF! 187.90 #REF!

(ii) 18.12.2 20mm dia nominal bore metre #REF! #REF! 227.50 #REF!

(iii) 18.12.3 25mm dia nominal bore metre #REF! #REF! 303.20 #REF!

(iv) 18.12.4 32mm dia nominal bore metre #REF! #REF! 363.30 #REF!

(v) 18.12.5 40 mm dia nominal bore metre #REF! #REF! 417.00 #REF!

#REF! #REF! #REF!

65 18.38 Painting of exposed pipes with two or more coats of synthetic enamel paint of approved quality over a coat of red oxide zinc cromate primer including painting of legends in English with direction arrows. #REF! #REF! #REF!

(i) 18.38.1 15 mm dia nominal bore metre #REF! #REF! 11.20 #REF!

(ii) 18.38.2 20mm dia nominal bore metre #REF! #REF! 13.10 #REF!

(iii) 18.38.3 25mm dia nominal bore metre #REF! #REF! 17.40 #REF!

(iv) 18.38.4 32mm dia nominal bore metre #REF! #REF! 20.50 #REF!

(v) 18.38.5 40 mm dia nominal bore metre #REF! #REF! 24.30 #REF!

#REF! #REF! #REF!

66 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. #REF! #REF! #REF!

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

(i) 18.8.1 15mm nominal outer dia pipes metre #REF! #REF! 267.60 #REF!

(ii) 18.8.2 20mm nominal outer dia pipes metre #REF! #REF! 336.10 #REF!

#REF! #REF! #REF!

67 18.16 Providing and fixing brass stop cock of approved quality : #REF! #REF! #REF!

(i) 18.16.1 15 mm dia each #REF! #REF! 302.50 #REF!

(ii) 18.16.2 20 mm dia each #REF! #REF! 326.40 #REF!

#REF! #REF! #REF!

68 18.13 Making connection of G.I distribution branch with G.I main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete. #REF! #REF! #REF!

(i) 18.13.1 25 to 40mm nominal bore Each #REF! #REF! 402.30 #REF!

(ii) 18.13.2 50 to 80mm nominal bore Each #REF! #REF! 1,063.10 #REF!

#REF! #REF! #REF!

69 18.17 Providing and fixing gun metal gate valve with C.I wheel of approved quality (screwed end). #REF! #REF! #REF!

(i) 18.17.1 25 mm nominal bore Each #REF! #REF! 497.20 #REF!

(ii) 18.17.2 32 mm nominal bore Each #REF! #REF! 581.30 #REF!

(iii) 18.17.3 40 mm nominal bore Each #REF! #REF! 678.40 #REF!

#REF! #REF! #REF!

70 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end). #REF! #REF! #REF!

18.19.2 40 mm nominal bore #REF! #REF! #REF!

(i) 18.19.3.2 Vertical Each #REF! #REF! 979.70 #REF!

#REF! #REF! #REF!

71 18.48 Providing and placing on terrace (at all floor levels) polythylene water storage 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. Litre #REF! #REF! 8.80 #REF!

#REF! #REF! #REF!

72 18.58 Providing and fixing PTMT grating of approved quality and colour. #REF! #REF! #REF!

18.58.2 Rectangular type with openable circular lid. #REF! #REF! #REF!

(i) 18.58.2.1 150mm nominal size square 100mm diameter of the inner hinged round grating. Each #REF! #REF! 169.00 #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!

73 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : #REF! #REF! #REF!

(i) 18.49.1 15 mm nominal bore each #REF! #REF! 419.00 #REF!

#REF! #REF! #REF!

74 18.50 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. #REF! #REF! #REF!

(i) 18.50.1 15 mm nominal bore each #REF! #REF! 618.80 #REF!

#REF! #REF! #REF!

75 18.53 Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS : 8931 #REF! #REF! #REF!

(i) 18.53.1 15 mm nominal bore each #REF! #REF! 532.00 #REF!

#REF! #REF! #REF!

76 18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. #REF! #REF! #REF!

(i) 18.52.1 15 mm nominal bore each #REF! #REF! 606.30 #REF!

#REF! #REF! #REF!

77 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions: #REF! #REF! #REF!

18.21.2 45 cm length #REF! #REF! #REF!

(i) 18.21.2.1 15 mm nominal bore Each #REF! #REF! 83.00 #REF!

3.0 Sewerage & Drainage System 0.00 0.00

78 2.13 Excavating trenches of required width for pipes, cables etc. Including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5M including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cms 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 Hard/dense soil. 0.00 0.00

2.13.1 Ordinary rock : 0.00 0.00

(i) 2.13.1.2 Pipes, cables etc, exceeding 80mm dia but not exceeding 300 mm dia Metre #REF! #REF! 812.20 #REF!

#REF! #REF! #REF!

79 19.6 Providing, laying Non pressure NP2 class (light duty) RCC Pipes with collars jointed with stiff mixture of cement mortar in the propoertion of 1:2 (1 cement : 2 fine sand) including testing and jointing etc complete. #REF! #REF! #REF!

(i) 19.6.2 150mm dia RCC pipe Metre #REF! #REF! 390.80 #REF!

#REF! #REF! #REF!

80 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : #REF! #REF! #REF!

19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. 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) : #REF! #REF! #REF!

(i) 19.7.1.2 With F.P.S. bricks (For Sewer) each #REF! #REF! 7564.90 #REF!

#REF! #REF! #REF!

81 19.8 Extra for depth for manholes #REF! #REF! #REF!

19.8.1 Size 90 x 80 cm #REF! #REF! #REF!

(i) 19.8.1.2 F.P.S. bricks (For Sewer) Metre #REF! #REF! 5661.20 #REF!

82 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. 0.00 0.00

(i) 24.1.1.1 300mm dia metre #REF! #REF! 426.00 #REF!

#REF! #REF! #REF!

83 24.2 Boring/drilling bore well of required dia for casing/strainer pipe, by suitable method prescribed in IS: 2800(part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools,plants & machineries required for the job, all complete as per directionof Engineer -in-charge,beyond 90 metre & upto 150 metre depth below ground level. #REF! #REF! #REF!

(i) 24.2.1.1 300mm dia metre #REF! #REF! 497.10 #REF!

#REF! #REF! #REF!

84 24.30 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. #REF! #REF! #REF!

(i) 24.3.1 100mm dia metre #REF! #REF! 595.30 #REF!

(ii) 24.3.2 150mm dia metre #REF! #REF! 684.70 #REF!

#REF! #REF! #REF!

85 24.40 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. #REF! #REF! #REF!

(i) 24.4.1 100mm dia metre #REF! #REF! 646.40 #REF!

#REF! #REF! #REF!

86 24.80 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-incharge. cum #REF! #REF! 1388.90 #REF!

#REF! #REF! #REF!

87 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method,measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. hour #REF! #REF! 857.60 #REF!

#REF! #REF! #REF!

88 24.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/mcasing pipe, removable as per requirement, all complete for borewell of: #REF! #REF! #REF!

(i) 24.13.1 200mm dia each #REF! #REF! 189.70 #REF!

#REF! #REF! #REF!

89 24.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. #REF! #REF! #REF!

(i) 24.14.1 100mm dia each #REF! #REF! 1089.70 #REF!

(ii) 24.14.2 150mm dia each #REF! #REF! 1154.30 #REF!

#REF! #REF! #REF!

90 AR S/F/F 1 H.P. CROMPTION SUBMERSIBLE PUMP OF ISI MARK WITH STARTER, PANNEL, CABLE, WELL COVER etc. ALL COMPLETE JOB set #REF! #REF! 19980.00 #REF!

ELECTRICAL ITEM 0.00 0.00

91 1.3.3 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 size G.I. box etc as required. Group C Nos. 36 36.00 724 26,064.00

92 1.4 Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable size G.I. box etc as required. Point 3 3.00 755 2,265.00

93 1.5 Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. Meter 145 145.00 200 29,000.00

94 1.7.2 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, 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Meter 145 145.00 161 23,345.00

95 1.7.4 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, 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Meter 30 30.00 271 8,130.00

96 1.16.1 Supplying and drawing following pair 0.5 mm FR PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed PVC conduit as required. 1 Pair Meter 50 50.00 13 650.00

97 1.17 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed PVC conduit as required. Meter 25 25.00 29 725.00

98 1.21.2 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. 25 mm Meter 50 50.00 79 3,950.00

99 1.24.1 Supplying and fixing following modular switch/socket on the existing modular plate & switch box including connection but excluding modular plate etc. as required. 5/6 amps switch Each 10 10.00 81 810.00

100 1.24.4 Supplying and fixing following modular switch/socket on the existing modular plate & switch box including connection but excluding modular plate etc. as required. 3 pin, 5/6 amps socket outlet Each 10 10.00 122 1,220.00

101 1.24.6 Supplying and fixing following modular switch/socket on the existing modular plate & switch box including connection but excluding modular plate etc. as required. Telephone socket outlet Each 10 10.00 108 1,080.00

102 1.24.7 Supplying and fixing following modular switch/socket on the existing modular plate & switch box including connection but excluding modular plate etc. as required. TV antenna socket outlet Each 3 3.00 102 306.00

103 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. Each 7 7.00 359 2,513.00

104 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 A modular socket outlet and 5/6 A modular switch, connections etc. as required. Each 20 20.00 362 7,240.00

105 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 Aampsmodular socket outlet and 15/16 amps modular switch, connections etc. as required. Each 5 5.00 413 2,065.00

106 1.33 Supplying and fixing 2 pin, 6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. Each 30 30.00 42 1,260.00

107 2.8.7 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator), 2+ 6 way, Double door Each 3 3.00 1081 3,243.00

108 2.12.1 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. 6/32 amps, Single pole Each 18 18.00 192 3,456.00

109 2.12.3 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. 40 amps, Single pole and neutral Each 3 3.00 729 2,187.00

110 2.3 Supplying and fixing TPN sheet steel enclosure on surface/ recess along with 63 amps 415 volts, "C" curve TPN MCB complete with connections, testing and commissioning etc. as required. Each 1 1.00 1919 1,919.00

111 3.2 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. set 2 2.00 5125 10,250.00

112 3.15 Providing and fixing 25 mm X 5 mm G.I strip on surface or in recess for connections etc. as required. Meter 15 15.00 150 2,250.00

113 5.9.3 Supplying and fixing single wall mounted 20/22 watt LED type batten fitting complete with electronic driver and LED tube etc directly on wall/ ceiling including connection with 1.5 sq. mm FR PVC insulated copper conductor and earthing the body etc. as required. Each 36 36.00 684 24,624.00

114 5.12.5 Supplying and fixing single 40/45 watt LED type street light with die cast aluminium housing for ingress protection of IP65 and complete with all accessories etc, on pole/building including connection with FR PVC insulated copper conductor cable and earthing the body etc. as required. Each 4 4.00 4056 16,224.00

115 7.1.1 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. Upto 35 sq. mm mtr 70 70.00 144 10,080.00

116 8.11.2 Supply and installation of Regular/ standard model A.C ceiling fan of 1200 mm sweep including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FR PVC insulated copper coductor etc. as required. Nos. 7 7.00 1618 11,326.00

117 8.11.7 Supply and installation of 400 mm, 230 v A.C. wall/cabin fan including fixing the bracket, making connection, testing, commissioning etc as required. Nos. 6 6.00 2427 14,562.00

118 8.11.4 Supply and installation of 300 mm, 230 v A.C. exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required. Each 5 5.00 1483 7,415.00

119 2206 3.5 core, 35 sq. mm, XLPE/PVC insulated PVC. sheathed ( Heavy duty) Armoured electric cable with aluminium conductor MTR 70 70.00 188.33 13,183.00

120 10.18 Providing and fixing circular/hexagonal cast iron or M.S sheet box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. Each 7 7.00 141.3 989.00

121 AR Sports Cum Gym-5 Providing and fixing charged ABC type fire extingusher including the cost of fixing with nut, bolts etc as required. 4 Kg Nos. 3 3.00 2295 6,885.00

Total Amount :- #REF!

Bihar State Building Construction Carporation Ltd.

PROJECT : CONSTRUCTION OF JANSEVA KENDRA ,WARD NO-62 ,UNDER PATNA SMART CITY PROJECT AT PATNA CITY (DIST. - PATNA)

BILL OF QUANTITY

Sl. No. SR.Code. SOR-2022 Description of Work Unit Building P.H.E Tube Well Boundary Campus Septic Tank Electrical QTY Rate (Rs.) Amount (Rs.) Building P.H.E Tube Well Boundary Campus Septic Tank Electrical Total Diff

Qty Qty Qty Qty Qty Qty Qty Qty Qty Qty Qty Qty Qty Qty Qty

1 2.32 Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 100 sqm 167.75 167.75 697.40 1,170.00 1,170.00 0.00 0.00 0.00 0.00 0.00 0.00 1,170.00 0.00

2 20.3 Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load 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) : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth ) Metre 43.20 43.20 178.30 7,703.00 0.00 0.00 0.00 7,703.00 0.00 0.00 0.00 7,703.00 0.00

4 2.6 Earth work in excavation over areas ( exceeding30 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 belevelledand neatly dressed. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

5 2.27 Extra for every additional lift of 1.5m or part thereof in: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6 2.18 Close timbering over areas including strutting, shoring and packing, cavities (wherever required) etc. complete. (Measurement to be taken of the face area timbered): 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(ii) 2.18.3 Depth exceeding 3m but not exceeding 4.5 m 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

7 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 2.17 2.17 123.90 269.00 269.00 0.00 0.00 0.00 0.00 0.00 0.00 269.00 0.00

8 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 32.44 0.90 36.90 0.70 70.94 287.30 20,381.00 9,319.00 0.00 0.00 260.00 10,601.00 200.00 0.00 20,380.00 -1.00

9 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, but excluding carriage cost of bricks & sand. sqm 28.75 12.06 4.64 45.45 283.30 12,876.00 8,145.00 0.00 0.00 3,417.00 0.00 1,314.00 0.00 12,876.00 0.00

10 11.73 Providing designation 100A one brick on edge soiling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l sqm 123.00 123.00 444.80 54,710.00 0.00 0.00 0.00 0.00 54,710.00 0.00 0.00 54,710.00 0.00

11 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 4.1.3 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cum 0.70 0.70 3998.10 2,781.00 0.00 0.00 0.00 0.00 0.00 2,781.00 0.00 2,781.00 0.00

(ii) 4.1.5 1:3:6(1 Cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) cum 5.42 5.42 3434.00 18,606.00 18,606.00 0.00 0.00 0.00 0.00 0.00 0.00 18,606.00 0.00

(ii) 4.1.6 1:3:6(1 Cement: 3 coarse sand:6 graded stone aggregate 40 mm nominal size) cum 9.21 9.21 3279.80 30,223.00 0.00 0.00 0.00 0.00 30,223.00 0.00 0.00 30,223.00 0.00

12 5.33 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and including retard setting of concrete, improve workability without impairing strength andadmixtures in recommended proportions as per IS: 9103 to accelerate,reinforcement,durability as per direction of Engineer-in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

13 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

14 5.9 Centring and shuttering including strutting,propping etc. and removal of form for 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 5.9.1 Foundations, footings, bases of columns etc. for mass concrete sqm 34.36 34.36 211.60 7,271.00 7,271.00 0.00 0.00 0.00 0.00 0.00 0.00 7,271.00 0.00

(ii) 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. sqm 0.00 982.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(ii) 5.9.3 Suspended floors, roots, landings, balcnies and access platform sqm 102.50 102.50 437.50 44,846.00 44,846.00 0.00 0.00 0.00 0.00 0.00 0.00 44,846.00 0.00

(iii) 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers sqm 188.16 4.52 0.81 193.50 404.70 78,309.00 76,150.00 0.00 0.00 1,831.00 0.00 329.00 0.00 78,310.00 1.00

(v) 5.9.7 Stairs,(excluding landings) except spiral-staircaces sqm 42.44 42.44 439.90 18,671.00 18,671.00 0.00 0.00 0.00 0.00 0.00 0.00 18,671.00 0.00

15 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

16 6.3C Extra tor Brick work in superstructure above plinth level upto floor V cum cum 63.86 7.38 71.24 842.20 60,000.00 53,782.00 0.00 0.00 6,218.00 0.00 0.00 0.00 60,000.00 0.00

17 13.11 Cement plaster in course sand 12 mm cement plaster of mix 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

18 13.12 15 mm cement plaster on rough side of single or half brick wall of mix. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

19 13.18 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall sqm 19.08 19.08 229.30 4,375.00 0.00 0.00 0.00 0.00 0.00 4,375.00 0.00 4,375.00 0.00

21 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. sqm 23.87 23.87 795.00 18,977.00 18,977.00 0.00 0.00 0.00 0.00 0.00 0.00 18,977.00 0.00

22 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness sqm 799.40 o be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown, laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete. sqm 13.82 13.82 686.80 9,488.00 9,488.00 0.00 0.00 0.00 0.00 0.00 0.00 9,488.00 0.00

26 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 ) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

23 11.27 Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm sqm 58.29 58.29 1334.90 77,806.00 77,806.00 0.00 0.00 0.00 0.00 0.00 0.00 77,806.00 0.00

25 11.46 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

26 11.47 Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

27 13.78 Applying one coat of cement primer of approved brand andmanufacture on wall surface 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

28 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

29 13.77A Distempering with 1st quality washable distemper (ready made ) of approved manufacturer and of required shade and colour complete. As per manufacture's specifications 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

30 13.81A Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture,including applying additional coats wherever required, to achieve even shade and colour. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

31 13.80A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Sqm 575.33 575.33 105.40 60,640.00 60,640.00 0.00 0.00 0.00 0.00 0.00 0.00 60,640.00 0.00

32 Analysis Rate-1 Providing and fixing alliminium composite pannel (ACP) - do do all comp. Job Sqm 7.31 7.31 1771.31 12,940.00 12,940.00 0.00 0.00 0.00 0.00 0.00 0.00 12,940.00 0.00

33 10.5 Providing and fixing in position collapsible steel shutters with vertical channes 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6 mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

10.5.2 Using flats 30x6 mm for diagonal braces and central cross piece. sqm 2.08 2.08 3467.90 7,227.00 7,227.00 0.00 0.00 0.00 0.00 0.00 0.00 7,227.00 0.00

34 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position andapplying a priming coat of approved steel primer using structural steel, etc. as required 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 10.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works Kg 192.15 192.15 114.60 22,020.00 0.00 0.00 0.00 22,020.00 0.00 0.00 0.00 22,020.00 0.00

35 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. includingpriming coat with approved steel primer all complete. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

36 21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / aneling,C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) Kg 285.35 285.35 418.40 119,390.00 119,390.00 0.00 0.00 0.00 0.00 0.00 0.00 119,390.00 0.00

37 21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

38 10.18 Providing and fixing Circular/Hexagonal cast ironor M.S Sheet box for Ceilling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. Each 12.00 12.00 165.40 1,985.00 1,985.00 0.00 0.00 0.00 0.00 0.00 0.00 1,985.00 0.00

(i) 13.81.3 With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works sqm 18.30 18.30 34.60 633.00 0.00 0.00 0.00 633.00 0.00 0.00 0.00 633.00 0.00

40 13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

41 10.33 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approved steel primer 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

42 9.96 Providing and fixing aluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

43 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coatingnot lessthangrade AC 10 as per IS : 1868 ), transparentor dyed to required colour or shade, with necessary screws etc. complete: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

44 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coatingnotlessthangradeAC 10 asperIS: 1868)transparentor dyedto required colour or shade, with necessary screws etc. complete: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

45 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparentor dyed to requiredcolour and shade,with necessaryscrews etc. complete. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

46 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and metre 28.80 28.80 1087.90 31,332.00 31,332.00 0.00 0.00 0.00 0.00 0.00 0.00 31,332.00 0.00

47 11.76 Providing average 150mm thick dry rammed khoa between to 112mm (compacted with water) made of well burnt or jhama bricks including ramming properly till compacted thickness is achieved, curing and carriage of water with all leads, making proper slope and blinding the top with cement mortar (1: 10) all complete as per building specification and direction of E/l sqm 2.70 2.70 388.30 1,048.00 1,048.00 0.00 0.00 0.00 0.00 0.00 0.00 1,048.00 0.00

48 19.19 Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

49 19.15 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal\ size) as per standard design 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

50 19.18 Supplying and fixing C.I. cover without frame for manholes : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 19.18.2 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg Each 1.00 1.00 3164.60 3,165.00 0.00 0.00 0.00 0.00 0.00 3,165.00 0.00 3,165.00 0.00

51 19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 1.00 1.00 33603.40 33,603.00 0.00 0.00 0.00 0.00 0.00 33,603.00 0.00 33,603.00 0.00

52 22.3 Providing and laying water proofing treatment to vertical & horizontal surfaces of depressed portions of W.C. kitchen and the like consisting of: (i) 1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming tc IS 2645 in recommended proportions.(ii) 11 nd course of 20 mm cement plaster 1:3 (1 cement:3 coarse sand)mixed with water proofing compound in recommended proportion, (iii) Illrd course of applying blown or/residual bitumen aplied hot at 1.7 kg. per sqm of area, (iv) Ivth 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/sqni). sqm 12.51 12.51 480.60 6,012.00 6,012.00 0.00 0.00 0.00 0.00 0.00 0.00 6,012.00 0.00

53 22.20 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/ sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using ButaneTorch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5 cm. Tearstrength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

55 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. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 17.1.1 White vitreous china Orissa pattern WC pan of size 580 x 440mm with intergal type foot rests. each 1.00 1.00 4470.90 4,471.00 0.00 4,471.00 0.00 0.00 0.00 0.00 0.00 4,471.00 0.00

56 17.3 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid each 3.00 3.00 5504.30 16,513.00 0.00 16,513.00 0.00 0.00 0.00 0.00 0.00 16,513.00 0.00

58 17.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern each 0.00 0.00 3723.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

59 17.7 Providing and fixing white vitreous china wash basin with C.I. / M.S. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps each 4.00 4.00 2764.40 11,058.00 0.00 11,058.00 0.00 0.00 0.00 0.00 0.00 11,058.00 0.00

60 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 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 170 gms. each 1.00 1.00 424.00 424.00 0.00 424.00 0.00 0.00 0.00 0.00 0.00 424.00 0.00

61 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. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

62 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

63 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for therma expansion.(SW) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

64 18.12 Providing and fixing G.I. pipe complete with G.I. fittings and clamps, including, cutting and making good the walls etc. (internal work) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

65 18.38 Painting of exposed pipes with two or more coats of synthetic enamel paint of approved quality over a coat of red oxide zinc cromate primer including painting of legends in English with direction arrows. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

66 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. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Concealed work including cutting chases and making good the walls etc. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

67 18.16 Providing and fixing brass stop cock of approved quality : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

68 18.13 Making connection of G.I distribution branch with G.I main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

69 18.17 Providing and fixing gun metal gate valve with C.I wheel of approved quality (screwed end). 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

70 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end). 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

71 18.48 Providing and placing on terrace (at all floor levels) polythylene water storage 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. Litre 2,000.00 2,000.00 9.70 19,400.00 0.00 19,400.00 0.00 0.00 0.00 0.00 0.00 19,400.00 0.00

72 18.58 Providing and fixing PTMT grating of approved quality and colour. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

18.58.2 Rectangular type with openable circular lid. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 18.58.2.1 150mm nominal size square 100mm diameter of the inner hinged round grating. Each 30.00 30.00 169.70 5,091.00 0.00 5,091.00 0.00 0.00 0.00 0.00 0.00 5,091.00 0.00

73 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

74 18.50 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

75 18.53 Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS : 8931 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

76 18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

77 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

78 2.13 Excavating trenches of required width for pipes, cables etc. Including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5M including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cms 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 Hard/dense soil. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 2.13.1.2 Pipes, cables etc, exceeding 80mm dia but not exceeding 300 mm dia Metre 10.00 10.00 863.70 8,637.00 0.00 8,637.00 0.00 0.00 0.00 0.00 0.00 8,637.00 0.00

79 19.6 Providing, laying Non pressure NP2 class (light duty) RCC Pipes with collars jointed with stiff mixture of cement mortar in the propoertion of 1:2 (1 cement : 2 fine sand) including testing and jointing etc complete. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

80 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. 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) : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

82 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. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

83 24.2 Boring/drilling bore well of required dia for casing/strainer pipe, by suitable method prescribed in IS: 2800(part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools,plants & machineries required for the job, all complete as per directionof Engineer -in-charge,beyond 90 metre & upto 150 metre depth below ground level. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

84 24.30 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. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

85 24.40 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. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

86 24.80 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-incharge. cum 10.00 10.00 1343.20 13,432.00 0.00 0.00 13,432.00 0.00 0.00 0.00 0.00 13,432.00 0.00

87 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method,measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. hour 6.00 6.00 916.80 5,501.00 0.00 0.00 5,501.00 0.00 0.00 0.00 0.00 5,501.00 0.00

88 24.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/mcasing pipe, removable as per requirement, all complete for borewell of: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

89 24.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

90 AR S/F/F 1 H.P. CROMPTION SUBMERSIBLE PUMP OF ISI MARK WITH STARTER, PANNEL, CABLE, WELL COVER etc. ALL COMPLETE JOB set 1.00 1.00 19980.00 19,980.00 0.00 0.00 19,980.00 0.00 0.00 0.00 0.00 19,980.00 0.00

91 1.3.3 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 size G.I. box etc as required. Group C Nos. 35.00 35.00 1146 40,110.00 0.00 0.00 0.00 0.00 0.00 0.00 40,110.00 40,110.00 0.00

92 1.4 Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable size G.I. box etc as required. Point 3.00 3.00 1248 3,744.00 0.00 0.00 0.00 0.00 0.00 0.00 3,744.00 3,744.00 0.00

93 1.5 Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. Meter 145.00 142.25 309 43,956.00 0.00 0.00 0.00 0.00 0.00 0.00 44,805.00 44,805.00 849.00

94 1.7.2 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, 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Meter 145.00 142.25 246 34,994.00 0.00 0.00 0.00 0.00 0.00 0.00 35,670.00 35,670.00 676.00

95 1.7.4 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, 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Meter 30.00 30.00 422 12,660.00 0.00 0.00 0.00 0.00 0.00 0.00 12,660.00 12,660.00 0.00

96 1.16.1 Supplying and drawing following pair 0.5 mm FR PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed PVC conduit as required. 1 Pair Meter 50.00 50.00 23 1,150.00 0.00 0.00 0.00 0.00 0.00 0.00 1,150.00 1,150.00 0.00

97 1.17 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed PVC conduit as required. Meter 25.00 25.00 42 1,050.00 0.00 0.00 0.00 0.00 0.00 0.00 1,050.00 1,050.00 0.00

98 1.21.2 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. 25 mm Meter 50.00 50.00 120 6,000.00 0.00 0.00 0.00 0.00 0.00 0.00 6,000.00 6,000.00 0.00

99 1.24.1 Supplying and fixing following modular switch/socket on the existing modular plate & switch box including connection but excluding modular plate etc. as required. 5/6 amps switch Each 10.00 10.00 82 820.00 0.00 0.00 0.00 0.00 0.00 0.00 820.00 820.00 0.00

100 1.24.4 Supplying and fixing following modular switch/socket on the existing modular plate & switch box including connection but excluding modular plate etc. as required. 3 pin, 5/6 amps socket outlet Each 10.00 10.00 112 1,120.00 0.00 0.00 0.00 0.00 0.00 0.00 1,120.00 1,120.00 0.00

101 1.24.6 Supplying and fixing following modular switch/socket on the existing modular plate & switch box including connection but excluding modular plate etc. as required. Telephone socket outlet Each 10.00 10.00 131 1,310.00 0.00 0.00 0.00 0.00 0.00 0.00 1,310.00 1,310.00 0.00

102 1.24.7 Supplying and fixing following modular switch/socket on the existing modular plate & switch box including connection but excluding modular plate etc. as required. TV antenna socket outlet Each 2.00 2.00 131 262.00 0.00 0.00 0.00 0.00 0.00 0.00 262.00 262.00 0.00

103 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. Each 7.00 7.00 358 2,506.00 0.00 0.00 0.00 0.00 0.00 0.00 2,506.00 2,506.00 0.00

104 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 A modular socket outlet and 5/6 A modular switch, connections etc. as required. Each 20.00 20.00 414 8,280.00 0.00 0.00 0.00 0.00 0.00 0.00 8,280.00 8,280.00 0.00

105 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 Aampsmodular socket outlet and 15/16 amps modular switch, connections etc. as required. Each 5.00 5.00 531 2,655.00 0.00 0.00 0.00 0.00 0.00 0.00 2,655.00 2,655.00 0.00

106 1.33 Supplying and fixing 2 pin, 6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. Each 30.00 30.00 64 1,920.00 0.00 0.00 0.00 0.00 0.00 0.00 1,920.00 1,920.00 0.00

107 2.8.3 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator), 2+ 6 way, Double door Each 3.00 3.00 1713 5,139.00 0.00 0.00 0.00 0.00 0.00 0.00 5,139.00 5,139.00 0.00

108 2.12.1 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. 6/32 amps, Single pole Each 18.00 18.00 237 4,266.00 0.00 0.00 0.00 0.00 0.00 0.00 4,266.00 4,266.00 0.00

109 2.12.3 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. 40 amps, Single pole and neutral Each 3.00 3.00 1044 3,132.00 0.00 0.00 0.00 0.00 0.00 0.00 3,132.00 3,132.00 0.00

110 2.3 Supplying and fixing TPN sheet steel enclosure on surface/ recess along with 63 amps 415 volts, "C" curve TPN MCB complete with connections, testing and commissioning etc. as required. Each 1.00 1.00 2431 2,431.00 0.00 0.00 0.00 0.00 0.00 0.00 2,431.00 2,431.00 0.00

111 3.2 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. set 2.00 2.00 6323 12,646.00 0.00 0.00 0.00 0.00 0.00 0.00 12,646.00 12,646.00 0.00

112 3.15 Providing and fixing 25 mm X 5 mm G.I strip on surface or in recess for connections etc. as required. Meter 15.00 15.00 195 2,925.00 0.00 0.00 0.00 0.00 0.00 0.00 2,925.00 2,925.00 0.00

113 5.4 Supplying and fixing single wall mounted 20/22 watt LED type batten fitting complete with electronic driver and LED tube etc directly on wall/ ceiling including connection with 1.5 sq. mm FR PVC insulated copper conductor and earthing the body etc. as required. Each 36.00 36.00 834 30,024.00 0.00 0.00 0.00 0.00 0.00 0.00 30,024.00 30,024.00 0.00

114 5.14.2 Supplying and fixing single 40/45 watt LED type street light with die cast aluminium housing for ingress protection of IP65 and complete with all accessories etc, on pole/building including connection with FR PVC insulated copper conductor cable and earthing the body etc. as required. Each 4.00 4.00 3382 13,528.00 0.00 0.00 0.00 0.00 0.00 0.00 13,528.00 13,528.00 0.00

115 9.13.1 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. Upto 35 sq. mm mtr 70.00 70.00 849 59,430.00 0.00 0.00 0.00 0.00 0.00 0.00 59,430.00 59,430.00 0.00

116 8.15 Supply and installation of Regular/ standard model A.C ceiling fan of 1200 mm sweep including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FR PVC insulated copper coductor etc. as required. Nos. 7.00 7.00 2482 17,374.00 0.00 0.00 0.00 0.00 0.00 0.00 17,374.00 17,374.00 0.00

117 8.19 Supply and installation of 400 mm, 230 v A.C. wall/cabin fan including fixing the bracket, making connection, testing, commissioning etc as required. Nos. 6.00 6.00 3670 22,020.00 0.00 0.00 0.00 0.00 0.00 0.00 22,020.00 22,020.00 0.00

118 8.17.1 Supply and installation of 300 mm, 230 v A.C. exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required. Each 5.00 5.00 2572 12,860.00 0.00 0.00 0.00 0.00 0.00 0.00 12,860.00 12,860.00 0.00

119 7.7.8 3.5 core, 35 sq. mm, XLPE/PVC insulated PVC. sheathed ( Heavy duty) Armoured electric cable with aluminium conductor MTR 70.00 70.00 415 29,050.00 0.00 0.00 0.00 0.00 0.00 0.00 29,050.00 29,050.00 0.00

120 10.18 Providing and fixing circular/hexagonal cast iron or M.S sheet box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. Each 7.00 7.00 141.3 992.00 0.00 0.00 0.00 0.00 0.00 0.00 989.00 989.00 -3.00

121 AR Sports Cum Gym-5 Providing and fixing charged ABC type fire extingusher including the cost of fixing with nut, bolts etc as required. 4 Kg Nos. 3.00 3.00 2295 6,885.00 0.00 0.00 0.00 0.00 0.00 0.00 6,885.00 6,885.00 0.00

Bihar State Building Construction Carporation Ltd.

Abstract of Building Work

Sl. No. SR.Code. SOR-16 Description of Work Unit Qty Rate (Rs.) Amount (Rs.)

1 2.32 Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 100sqm #REF! 654.70 #REF!

3 20.3 Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load 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) :

(i) 20.3.1 3000 mm dia piles Metre #REF! 2074.00 #REF!

5 20.9 Intergity testing of pile using low strain/Sonic intergity test Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge.

Note :- The inclusion of the above item in the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project. Per test 0.00

6 2.6 Earth work in excavation over areas ( exceeding30 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 belevelledand neatly dressed.

(i) 2.6.1 All kinds of soil. cum #REF! 314.90 #REF!

7 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 #REF! 116.50 #REF!

8 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum #REF! 281.40 #REF!

9 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, but excluding carriage cost of bricks & sand. sqm #REF! 285.20 #REF!

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

(i) 4.1.5 1:3:6(1 Cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) cum #REF! 3387.10 #REF!

12 5.33 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and including retard setting of concrete, improve workability without impairing strength andadmixtures in recommended proportions as per IS: 9103 to accelerate,reinforcement,durability as per direction of Engineer-in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.

(i) 5.33.1 All works up to plinth level cum #REF! 4952.60 #REF!

(ii) 5.33.2 All work above Plinth level upto floor V Level. cum #REF! 5704.70 #REF!

14 11.79 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweepingextra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge:

(i) 11.79.1 (a) 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern. sqm 0.00

15 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete

(i) 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. kg #REF! 70.60 #REF!

(ii) 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. kg #REF! 69.20 #REF!

(iii) 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. kg #REF! 67.60 #REF!

(iv) 5.22.7D Thermo-Mechanically Treated bars TMT Fe-500-I6mrn dia kg #REF! 68.50 #REF!

(v) 5.22.7E Thermo-Mechanically Treated bars TMT Fe-500-20mm dia kg #REF! 68.50 #REF!

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

(i) 5.9.1 Foundations, footings, bases of columns etc. for mass concrete sqm #REF! 203.00 #REF!

(iii) 5.9.3 Suspended floors, roots, landings, balcnies and access platform sqm #REF! 412.20 #REF!

(iv) 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers sqm #REF! 362.90 #REF!

(v) 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts sqm #REF! 470.60 #REF!

(vi) 5.9.7 Stairs,(excluding landings) except spiral-staircaces sqm #REF! 424.60 #REF!

17 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :

(i) 6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) cum #REF! 4853.80 #REF!

(ii) 6.1.12C Cement mortar 1:4 (1 cement: 4 coarse sand ) cum #REF! 5048.30 #REF!

18 6.3C Extra tor Brick work in superstructure above plinth level upto floor V cum cum #REF! 791.80 #REF!

19 13.11 Cement plaster in course sand 12 mm cement plaster of mix

(i) 13.11.4 1:6(1 cement: 6 coarse sand) sqm #REF! 134.50 #REF!

20 13.12 15 mm cement plaster on rough side of single or half brick wall of mix.

(i) 13.12.2 1:4 (1 cement: 4 coarse sand) sqm #REF! 168.50 #REF!

21 13.24 6 mm cement plaster to ceiling of mix :

(i) 13.24.2 6 mm cement plaster to ceiling of mix 1:4(1 cement: 4 coarse sand) sqm #REF! 119.10 #REF!

22 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. sqm #REF! 797.50 #REF!

23 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness sqm 799.40 o be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown, laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete. sqm #REF! 712.20 #REF!

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 )

11.26.1 20 to 25 mm thick - sqm #REF! 1153.80 #REF!

24 11.27 Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm sqm #REF! 1224.20 #REF!

25 11.24 Extra for nosing in marble stone for treads Metre #REF! 291.20 #REF!

26 11.20 Chequerred precast cement concrete tiles 22 mm thick with marbie chips of size 6 mm in footpath & coutyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning tec. Complete on 20 mm thick bed of cement mortar 1:4(1 cement:4 coarse sand)

(i) 11.20.1 Light shade using white cement sqm 0.00

27 11.46 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.

(i) 11.46.2 Size of Tile 600 x 600 mm sqm #REF! 1309.50 #REF!

28 11.47 Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).

(i) 11.47.2 Size of Tile 600 x 600 mm. sqm #REF! 1443.70 #REF!

30 13.78 Applying one coat of cement primer of approved brand andmanufacture on wall surface

(i) 13.78.1 Cement primer sqm #REF! 36.70 #REF!

32 13.77A Distempering with 1st quality washable distemper (ready made ) of approved manufacturer and of required shade and colour complete. As per manufacture's specifications

(i) 13.77A.1 Two or more coats on new work sqm #REF! 53.80 #REF!

34 10.5 Providing and fixing in position collapsible steel shutters with vertical channes 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6 mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer.

10.5.2 Using flats 30x6 mm for diagonal braces and central cross piece. sqm #REF! 3095.90 #REF!

35 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position andapplying a priming coat of approved steel primer using structural steel, etc. as required

(i) 10.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works Kg 0.00

36 10.7 Providing and fixing 1 mm M.S sheet door frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer

(i) 10.7.1 Using flats 30x6 mm for diagonal braces and central cross piece sqm 0.00

37 21.17 Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineerin-charge. (Only weight of grill to be easured for payment). Kg 0.00

38 9.147B 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 fusionweldedatall corners,mullion(ifrequired)shallbe alsofusion welded includingdrillingof holesfor fixinghardware's anddrainage of water etc. After fixingframe the gap betweenframe and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of requiredsize and of approvedquality,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, sashandmullionextrudedprofilesminus5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.

(i) 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 0.00

39 9.147C Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handleon each side of panelsalongwith zincplated mild steelmultipoint locking having transmissiongear, cylinder with keeps and one side key, G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws, etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, 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 finishedwallshallbe filledwithweatherproof siliconsealentover 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 sealent 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.

(i) 9.147C.1 Casement door with 3D hinges made of (big series) frame 67 x64 mm & sash67 x 110 mm bothhavingwallthickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door upto 2.00 sqm) sqm 0.00

40 9.147E Providing and fixing factory made uPVC white colour sliding glazed window above 1.50 m in height dimension comprising of uPVC multichambered frame with in-builtroller track and sash extrudedprofiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads, uPVC extruded interlocks and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handleononesideof extremepanelalongwithzincplatedmild steelmulti point locking having transmission gear with keeps, zinc alloy (white powder coated) touch lock with hook (if required for wire mesh panel), stainlesssteel (SS 304 grade) body with adjustable double nylon rollers (weightbearingcapacityto be 120 kg), G.Ifasteners100 x 8 mm sizefor fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixingframe thegapbetweenframe andadjacentfinished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge.(Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Note: For uPVC frame and sash extrudedprofiles minus5% tolerancein dimension i.e. in depth & width of profile shall be acceptable.

(i) 9.147E.1 Two track two panels slidingwindow made of (big series) frame 67 x 50 mm & sash 46 x 62 mm both having wall thicknessof 2.3 ± 0.2 mm and singleglazingbead / double glazing bead of appropriate dimension. (Area of window above 2.50 sqm upto 4.00 sqm.) sqm 0.00

41 10.38 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows all complete with

(i) 10.38.2 5.5 mm thick glass panes. sqm 0.00

42 9.136 Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out of 16 SWG G.I.sheet(zinccoatingnotless than120gm/sqm)duly filled with vermuculite based concrete mix,suitable for mounting60 minutes fire rated door shutters.The frame is fitted with intumuscentfire seal strip of size 10x4 mm (minimum)alroundthe frame and fixing with dash fastener of approved size and make, including applyinga coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in-charge (Dash fastener to be paid for separately). Metre 0.00

43 9.138 Providing and fixing glazing in fire resistant door shutters, fixed panels, ventilatorsand partitionsetc.,with G.I. beading of appropriate size, made out of 20 SWG G.I.sheet (zinc coating not less than 120 gm/m2), fire resistant sealant, including applying a coat of approved fire resistant primer on G.I. beading etc., complete all as per direction of Engineer-incharge.

(i) 9.138.1 With clear fire resistant glass panes 6 mm thick of approved brand, having minimum 60 minutes fire resistance sqm 0.00

44 9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wroughtframed andfixedinpositionwithholdfast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately)

(i) 9.1.4 Local Wood cum 53840.20 0.00

45 9.21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorativetype,core of block board constructionwithframe 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

(i) 9.21.1 35 mm thick including stainless steel butt hinges with necessary screws sqm 1674.30 0.00

46 9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (overall area of door shutter to be measured) sqm 401.40 0.00

47 9.24 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glas excluded)

(i) 9.24.1 Rectangular or Square sqm 173.90 0.00

48 9.7 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shuttersfor doors, windows and clerestorywindows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick:

9.7.7 Float glass panes.

(i) 9.7.7.2 5.5 mm thick glass pane. sqm 1505.60 0.00

49 21.18 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). sqm 0.00

50 AR in hazz bhawan Providing and fixing SS pull handles anodised transparent or dyed to required colour and shade with necessary screws etc. complete: (30mm dia) sqm 0.00

51 AR in hazz bhawan Providing and fixing Glass To Glass lock necessary Screws etc... Complete sqm 0.00

52 12.45 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixedto wall/partition with the help of rawl plugs at 450 mm centre,with 25 mm long dry wall screws@ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screwsof size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutoutsmade with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with

(i) 12.45.4 Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-in-charge and as per manufacturer’s specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60. sqm 0.00

53 12.53X Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main ‘T’runnersuitably spacedat joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centreto centreto form a grid of 1200x600mm and secondarycross ‘T’of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge sqm 0.00

54 AR in BSBCCL Providing and fixing zebra blinds for window,do - do all complite job sqm 0.00

55 21.1.1.2 P/F wooden Partation with alluminum channel and ply ,laminate ……..do all work complete Kg #REF! 414.70 #REF!

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

21.3.2 With float glass panes of 5.50 mm thickness sqm #REF! 1110.20 #REF!

58 10.18 Providing and fixing Circular/Hexagonal cast ironor M.S Sheet box for Ceilling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. Each #REF! 139.10 #REF!

59 10.5 Providing and fixing in position collapsible steel shutter with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer. sqm 0.00

60 13.81 Applying priming coat:

(i) 13.81.3 With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works sqm 0.00

61 13.94 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:

(i) 13.94.1 Two or more coats on new work over an under coat of suitable shade with ordinary pain+ of approved brand and manufacture sqm 0.00

62 10.33 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approved steel primer

(i) 10.33.1 MS tube (medium) 40mm nominal bore Kg #REF! 115.80 #REF!

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

9.48.1 Fixed to steel windows by welding KG #REF! 116.90 #REF!

63 9.96 Providing and fixing aluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:

(i) 9.96.1 300x16 mm Each #REF! 233.70 #REF!

64 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coatingnot lessthangrade AC 10 as per IS : 1868 ), transparentor dyed to required colour or shade, with necessary screws etc. complete:

(i) 9.97.1 300x10 mm Each #REF! 111.00 #REF!

(ii) 9.97.2 250x10 mm Each #REF! 97.70 #REF!

65 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coatingnotlessthangradeAC 10 asperIS: 1868)transparentor dyedto required colour or shade, with necessary screws etc. complete:

(i) 9.100.1 125 mm Each #REF! 56.80 #REF!

66 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparentor dyed to requiredcolour and shade,with necessaryscrews etc. complete.

(i) 9.101.2 Twin rubber stopper Each #REF! 60.60 #REF!

67 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and metre #REF! 1082.80 #REF!

69 11.76 Providing average 150mm thick dry rammed khoa between to 112mm (compacted with water) made of well burnt or jhama bricks including ramming properly till compacted thickness is achieved, curing and carriage of water with all leads, making proper slope and blinding the top with cement mortar (1: 10) all complete as per building specification and direction of E/l sqm #REF! 391.20 #REF!

70 22.3 Providing and laying water proofing treatment to vertical & horizontal surfaces of depressed portions of W.C. kitchen and the like consisting of: (i) 1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming tc IS 2645 in recommended proportions.(ii) 11 nd course of 20 mm cement plaster 1:3 (1 cement:3 coarse sand)mixed with water proofing compound in recommended proportion, (iii) Illrd course of applying blown or/residual bitumen aplied hot at 1.7 kg. per sqm of area, (iv) Ivth 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/sqni). sqm #REF! 458.80 #REF!

71 22.20 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/ sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5 cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane.

(i) 22.20.1 3 mm thick. sqm #REF! 809.00 #REF!

74 26A.2 Desining, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including

a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cumsmoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:

b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.

c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture,as per the approved sealant design, within and all around the perimeter for holding glass.

d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight

e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-incharge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified,as per the approved shop drawings and as directed by the Engineerin-Charge.

Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead. However,for the purpose of payment, only the actual area of structural glazing (including width of grooves ) on the external face shall be measured in sqm. up to two decimal places.

Note:-2. The following performance test are to be conducted onstructural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by BL(National Accreditation Boardfor Testing and Calibration boratories), Department of Science &Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NBL Certified laboratories

1. Performance Laboratory Test for Air Leakage Test (-50pa to –300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr”

2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME-331-09 testing method for a range up to 2000 ml.”

3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01-05 testing method for a range upto 2000 ml”

4. Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm”

5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site

6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml” Sqm 0.00

75 26A.7 Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:

a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.

b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.

c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per pecification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. sqm 0.00

76 26A.3 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-inCharge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2)For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating onface # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 0.00

77 Carriage of materials

A Coarse Sand (Lead-40 km) cum #REF! 783.66 #REF!

B Stone Chips (lead-111Km) cum #REF! 1666.00 #REF!

C Bricks (lead 7+1 km) Per Thousand #REF! 784.06 #REF!

D Extra cost of Bricks as per material statement Per Thousand #REF! 1463.49 #REF!

E Cement MT #REF! 236.95 #REF!

F Carriage cost of local sand cum #REF! 232.76 #REF!

Total Rs. #REF!

Bihar State Building Construction Corporation Ltd.

PROJECT : CONSTRUCTION OF SCHOOL CUM HOSTEL IN SC RESIDENTIAL HIGH SCHOOL AT GAIGHAT (DIST. - PATNA)

Sl. Particulars no no L B D/H Qty Unit Rate Amount

1 Clearing jungle including uprooting of rank do do all comp. job

2 Surface dressing of the ground including do do all comp. job

3 E/W in excavation in foundation do - do all complet job

Total (A) + (B) 254.54 cum

4 Boring, Providing and installing cast in situ single…..do do all comp. job

20.3 500mm dia pile 138 x 24 = 3312.00 mtr

5 Vertical load testing of piles in accordance with IS 2911…..do do all comp. job

20.6.3.1 Initial Test = 10.00 nos

20.6.3.2 Routine Test = 10.00 nos

6 Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893…..do do all comp. job

7 Filling available excavated earth do - do all complet job

8 Supplaying and filling Local Sand do - do all complet job

Electric room 1 x 6.10 x 6.400 x 0.900 = 35.14

Maintenance room 1 x 5.70 x 3.250 x 0.900 = 16.67

Gents toilet 1 x 4.00 x 5.100 x 0.900 = 18.36

Ladies toilet 1 x 3.00 x 4.500 x 0.900 = 12.15

Service room 1 x 3.50 x 6.800 x 0.900 = 21.42

Waiting area 1 x 4.48 x 6.300 x 0.900 = 25.40

Entrance lobby 1 x 12.54 x 3.400 x 0.900 = 38.37

Total (A) + (B) = 584.50 cum

9 Providing P.C.C (1:3:6) do - do all complet job

Electric room 1 x 6.10 x 6.400 x 0.075 = 2.93

Maintenance room 1 x 5.70 x 3.250 x 0.075 = 1.39

Gents toilet 1 x 4.00 x 5.100 x 0.075 = 1.53

Ladies toilet 1 x 3.00 x 4.500 x 0.075 = 1.01

Service room 1 x 3.50 x 6.800 x 0.075 = 1.79

Waiting area 1 x 4.48 x 6.300 x 0.075 = 2.12

Entrance lobby 1 x 12.54 x 3.400 x 0.075 = 3.20

Total (A) + (B) + (C.) 66.32 cum

10 Extra for Providing and mixing water proofing material do - do all complet job

Centring and Shutring in do - do all complet job

5.9.1 For P.C.C

13 Suspended floor

5.9.3 Ground Floor

Projection slab

Machine room 1 x 6.10 x 6.60 = 40.26

Stair case 1 x 7.50 x 4.48 = 33.60

Store room 1 x 6.10 x 3.50 = 21.35

Water tank 1 x 5.80 x 6.10 = 35.38

Type-A(250X250)

Type-B(320X320)

Type-C(380X380)

Total (a)+(b)+(c.)+(d) = 147.085 sqm..(A)

350 x 600 mm thick

600 x 250 mm thick

250X450 mm thick

Total (e) + (f) + (g.) = 390.93 sqm…(B.)

350 x 600 mm thick

600 x 250 mm thick

250 x 400 mm thick

500 x 600 mm thick

350 x 600 mm thick

600 x 250 mm thick

250 x 400 mm thick

500 x 600 mm thick

350 x 600 mm thick

600 x 250 mm thick

250 x 400 mm thick

500 x 600 mm thick

350 x 600 mm thick

600 x 250 mm thick

250 x 400 mm thick

500 x 600 mm thick

600 x 350 mm thick

600 x 250 mm thick

400 x 250 mm thick

600 x 350 mm thick

600 x 250 mm thick

400 x 250 mm thick

500 x 350 mm thick

Total (x) + (y) + (z) + (aa) + (ab) + (ac) + (ad) = 102.31 sqm (G)

5.9.6 Up to Plinth

Terrace Floor + PARAPET

5.9.7 Ground Floor

Landing 2 x 1.50 x 1.50 = 4.50

Landing 2 x 1.50 x 1.50 = 4.50

Landing 2 x 1.50 x 1.50 = 4.50

Landing 2 x 1.50 x 1.50 = 4.50

Landing 2 x 1.50 x 1.50 = 4.50

17 Reinforcement for R.C.C Work do - do all complet job

(i) 8 mm tor bar = kg

(ii) 10 mm tor bar = kg

(iii) 12 mm tor bar = kg

(iv) 16 mm tor bar = kg

(v) 20 mm tor bar = kg

(vi) 25 mm tor bar = kg

18 Providing R.C.C M-25 (1:1:2) do - do all complet job

5.33A.1 All Work upto Plinth

Length Vide item no -14 (1) 51.40 x 0.25 x 0.25 = 3.21

Length Vide item no -14 (2) 73.70 x 0.32 x 0.32 = 7.55

Length Vide item no -14 (3) 9.95 x 0.38 x 0.38 = 1.44

Length Vide item no -14 (4) 264.40 x 0.25 x 0.05 = 3.31

19 Wall , Columns

5.33A.2.1 Ground Floor

Second Floor 153500101001497

20 Beam Plinth Beam

Length Vide item no -14 (5) 217.20 x 0.350 x 0.600 = 45.61

Length Vide item no -14 (6) 19.90 x 0.250 x 0.600 = 2.99

Length Vide item no -14 (7) 22.10 x 0.250 x 0.450 = 2.49

90.50 cum...(ii)

13.78 cum...(iii)

6.52 cum...(iv)

Total (i) + (ii) + (iii) + (iv) = 161.88 cum…(A)

Length Vide item no -14 (8) 234.35 x 0.350 x 0.600 = 49.21

Length Vide item no -14 (9) 43.80 x 0.250 x 0.600 = 6.57

Length Vide item no -14 (10) 10.85 x 0.250 x 0.400 = 1.09

Length Vide item no -14 (11) 3.00 x 0.500 x 0.600 = 0.90

13.78 cum...(vii)

6.52 cum…(viii)

Total (v) + (vi) + (vii) + (viii) = 168.61 cum…(B.)

Length Vide item no -14 (12) 234.35 x 0.350 x 0.600 = 49.21

Length Vide item no -14 (13) 43.80 x 0.250 x 0.600 = 6.57

Length Vide item no -14 (14) 10.85 x 0.250 x 0.400 = 1.09

Length Vide item no -14 (15) 3.00 x 0.500 x 0.600 = 0.90

57.77 cum..(ix)

13.78 cum...(xi)

6.52 cum..(xii)

Total (ix) + (x) + (xi) + (xii) = 168.10 cum..(C)

Length Vide item no -14 (16) 208.35 x 0.350 x 0.600 = 43.75

Length Vide item no -14 (17) 43.80 x 0.250 x 0.600 = 6.57

Length Vide item no -14 (18) 10.85 x 0.250 x 0.400 = 1.09

Length Vide item no -14 (19) 3.00 x 0.500 x 0.600 = 0.90

52.31 cum..(xiii)

66.28 cum…(xiv)

13.78 cum...(xiv)

6.52 cum..(xvi)

Total (xix) + (xx) + (xxi) + (xxii) + (xxiii) + (xxiv) 138.89 cum…(D.)

Length Vide item no -14 (20) 234.35 x 0.350 x 0.600 = 49.21

Length Vide item no -14 (21) 43.80 x 0.250 x 0.600 = 6.57

Length Vide item no -14 (22) 10.85 x 0.250 x 0.400 = 1.09

Length Vide item no -14 (23) 3.00 x 0.500 x 0.600 = 0.90

57.77 cum..(xvii)

Projection slab

100.35 cum..(xviii)

13.78 cum...(xix)

Total (xvii) + (xviii) + (xix) + (xx) 178.42 cum..(E)

Length Vide item no -14 (24) 4.20 x 0.350 x 0.600 = 0.88

Length Vide item no -14 (25) 12.00 x 0.250 x 0.600 = 1.80

Length Vide item no -14 (26) 7.50 x 0.250 x 0.400 = 0.75

Length Vide item no -14 (27) 4.60 x 0.350 x 0.600 = 0.97

Length Vide item no -14 (28) 9.00 x 0.250 x 0.600 = 1.35

Length Vide item no -14 (29) 16.70 x 0.250 x 0.400 = 1.67

Length Vide item no -14 (30) 24.30 x 0.500 x 0.300 = 3.65

11.06 cum..(xxi)

Machine room 1 x 6.66 x 6.60 x 0.150 = 6.59

29.83 cum..(xxii)

26.06 cum...(xxiii)

Total (xxi) + (xxii) + (xxiii) 66.95 cum…(F)

21 Providing M-25 Grade R.C.C instead of M-20 grade do - do all complet job

5.33B.1 Qty vide item no-18 = 175.64

Qty vide item no-19 = 143.78

Qty vide item no-20 = 882.85

22 Providing 100A B/W in CM (1:6) do - do all complet job

6.1.14C Up to Plinth

Length Vide item no -14 (4) 264.40 x 0.25 x 0.75 = 49.58

Deduction Column

Entrance Varandha

Stair case Ent.

17.32 cum..(ii)

Total (i) + (ii) = 61.90 cum…(A)

23 Providing 100C B/W in CM (1:6) do - do all complet job

6.1.14C Ground Floor

UPS ROOM 1 x 5.30 = 5.30

ELECTRICAL ROOM 1 x 6.10 = 6.10

MAINTENANCE OFFICE 1 x 3.25 = 3.25

GENTS TOILET 1 x 6.60 = 6.60

SERVICE ROOM 1 x 3.50 = 3.50

Deduction Door Window

Total (i) - (ii) = 33.30 cum …(A)

STORAGE ROOM 1 x 5.70 = 5.70

PANTRY 1 x 2.90 = 2.90

GENTS TOILET 1 x 6.60 = 6.60

Deduction Door Window

Total Qty (iii) - (iv) = 27.24 cum …(B.)

DISPLAY ROOM 1 x 5.70 = 5.70

DISPLAY ROOM 1 x 12.50 = 12.50

VIDEO ROOM 1 x 14.50 = 14.50

PANTRY 1 x 2.90 = 2.90

GENTS TOILET 1 x 6.60 = 6.60

Deduction Door Window

Total Qty (v) - (vi) = 59.91 cum …(C)

MONITORING ROOM 1 x 24.50 = 24.50

PANTRY 1 x 2.90 = 2.90

GENTS TOILET 1 x 6.60 = 6.60

DOUBLE HEIGHT 1 x 12.50 = 12.50

Deduction Door Window

8.44 cum (viii)

Total Qty (vii) - (viii) = 63.29 cum …(D.)

MAINTENANCE OFFICE 1 x 3.25 = 3.25

GENTS TOILET 1 x 6.60 = 6.60

Deduction Door Window

Total Qty (ix) - (x) = 25.06 cum …(E.)

STORE ROOM 1 x 3.20 = 3.20

WATER TANK 1 x 6.75 = 6.75

Total Qty (xi) + (xii) + (xiii) = 52.01 cum ..(F)

30 Providing 100 A Half B/W in CM(1:4) do - do all complet job

6.1.12.C Ground Floor

STAIR CASE 1 x 2.50 = 2.50

ELECTRICAL ROOM 1 x 6.10 = 6.10

ENTRANCE LOBBY 2 x 12.50 = 25.00

WAITING AREA 1 x 11.10 = 11.10

MAINTENANCE ROOM 1 x 5.70 = 5.70

SERVICE ROOM 1 x 3.50 = 3.50

GENTS TOILET 1 x 4.00 = 4.00

LADIES TOILET 1 x 3.00 = 3.00

Deduction Door Window

Total Qty (i) - (ii) = 69.35 cum..(A)

STORAGE ROOM 1 x 5.00 = 5.00

STAIR CASE 2 x 7.20 = 14.40

PANTRY 1 x 2.90 = 2.90

TELECOM ROOM 2 x 2.70 = 5.40

GENTS TOILET 1 x 5.10 = 5.10

LADIES TOILET 1 x 3.00 = 3.00

TOILET DUCT 1 x 7.25 = 7.25

2.5M CORRIDOR 2 x 12.10 = 24.20

HELP DESK 1 x 5.00 = 5.00

MANAGER 1 x 5.50 = 5.50

BMS ROOM 1 x 6.70 = 6.70

STORAGE ROOM 1 x 3.20 = 3.20

MEDIA STORAGE ROOM 1 x 3.20 = 3.20

NOC ROOM 1 x 6.80 = 6.80

ACCESS CONTROL 1 x 6.40 = 6.40

SERVER ROOM 1 x 12.60 = 12.60

Deduction Door Window

Total Qty (iii) - (iv) = 84.76 cum…(B)

SMART GRID 1 x 8.30 = 8.30

MANAGER ROOM 1 x 5.50 = 5.50

NOC ROOM 1 x 5.50 = 5.50

STAIR CASE 2 x 7.20 = 14.40

PANTRY 1 x 2.90 = 2.90

TELECOM ROOM 2 x 2.70 = 5.40

GENTS TOILET 1 x 5.10 = 5.10

LADIES TOILET 1 x 3.00 = 3.00

TOILET DUCT 1 x 7.25 = 7.25

2.5M CORRIDOR 2 x 12.10 = 24.20

DISPLAY 1 x 10.50 = 10.50

OPS ROOM 1 x 4.60 = 4.60

VIDEO ROOM 1 x 12.50 = 12.50

Deduction Door Window

Total Qty (v) - (vi) = 85.82 cum…(C.)

MONITORING ROOM 1 x 18.50 = 18.50

STAIR CASE 2 x 7.20 = 14.40

PANTRY 1 x 2.90 = 2.90

TELECOM ROOM 2 x 2.70 = 5.40

GENTS TOILET 1 x 5.10 = 5.10

LADIES TOILET 1 x 3.00 = 3.00

TOILET DUCT 1 x 7.25 = 7.25

2.5M CORRIDOR 2 x 12.10 = 24.20

DISPLAY 1 x 10.50 = 10.50

OBSERVATION DECK 1 x 12.50 = 12.50

DOUBLE HEIGHT 1 x 12.50 = 12.50

Deduction Door Window

5.66 cum (viii)

Total Qty (vii) - (viii) = 87.44 cum..(D)

STAIR CASE 1 x 2.50 = 2.50

MAINTENANCE ROOM 1 x 5.70 = 5.70

GENTS TOILET 1 x 5.10 = 5.10

LADIES TOILET 1 x 3.00 = 3.00

TOILET DUCT 1 x 7.25 = 7.25

2.5M CORRIDOR 2 x 12.10 = 24.20

CHAIRMAN 1 x 6.55 = 6.55

OPEN TERRACE 1 x 3.50 = 3.50

Deduction Door Window

Total Qty (viii) - (ix) = 62.19 cum..(E)

MACHINE ROOM 2 x 3.75 = 7.50

STAIR CASE 2 x 5.50 = 11.00

STORE ROOM 1 x 3.00 = 3.00

TOILET DUCT 1 x 8.50 = 8.50

Deduction Door Window

Total Qty (xi) - (xii) = 33.54 cum..(F)

31 Extra Half B/W in Superstructure do - do all complet job.

Qty vide item no-30 = 260.81

Qty vide item no-30 = 423.10

33 Providing and fixing 20mm thick mirror polished Granite black do - do all complet job.

8.13.1 Ground Floor

ENTRANCE LOBBY 1 x 3.00 x 4.50 = 13.50

WAITING AREA 1 x 7.95 x 6.45 = 51.28

RECEPTION 1 x 6.45 x 3.25 = 20.96

LIFT LOBBY 1 x 3.75 x 5.00 = 18.75

STAIR CASE LOBBY 1 x 3.25 x 3.95 = 12.84

3.0 m WIDE CORRIDOR 1 x 3.00 x 19.20 = 57.60

2.5 m WIDE CORRIDOR 1 x 2.50 x 7.70 = 19.25

LIFT LOBBY 1 x 3.75 x 5.00 = 18.75

STAIR CASE LOBBY 1 x 3.25 x 3.95 = 12.84

3.0 m WIDE CORRIDOR 1 x 3.00 x 13.25 = 39.75

2.5 m WIDE CORRIDOR 1 x 2.50 x 7.70 = 19.25

LIFT LOBBY 1 x 3.75 x 5.00 = 18.75

STAIR CASE LOBBY 1 x 3.25 x 3.95 = 12.84

PUMPING STATION 1 x 3.00 x 15.00 = 45.00

2.5 m WIDE CORRIDOR 1 x 2.50 x 7.70 = 19.25

LIFT LOBBY 1 x 3.75 x 5.00 = 18.75

STAIR CASE LOBBY 1 x 3.25 x 3.95 = 12.84

PUMPING STATION 1 ( 3.00 x 15.00 ) 0.100 = 1.80

STAIR CASE LOBBY 1 ( 3.25 x 3.95 ) 0.100 = 0.72

OPEN TERRACE 1 x 3.25 x 5.55 = 18.04

ENTRANCE 1 x 3.40 x 13.50 = 45.90

2.5 m WIDE CORRIDOR 1 x 2.50 x 7.70 = 19.25

LIFT LOBBY 1 x 3.75 x 5.00 = 18.75

STAIR CASE LOBBY 1 x 3.25 x 3.95 = 12.84

STAIR CASE LOBBY 1 ( 3.25 x 3.95 ) 0.100 = 0.72

LIFT LOBBY 1 x 3.75 x 5.00 = 18.75

STAIR CASE LOBBY 1 x 3.25 x 3.95 = 12.84

STAIR CASE LOBBY 1 ( 3.25 x 3.95 ) 0.100 = 0.72

40 Providing and fixing aluminium sliding door bolt ……………all complite job.

41 Providing and fixing aluminium sliding tower bolt ……………all complite job.

42 Providing and fixing aluminium handles ……………all complite job.

43 Providing and fixing aluminium hanging floor door stopper ……………all complite job.

44 Extra for providing and lippingwith 2 nd class wood battens ……………all complite job.

9.23A area vide item no - 35 = = #REF! sqm

46 Providing and fixing in position collapsible steel shutter ……………all complite job.

47 Providing and fixing 1 mm M.S sheet steel shutter ……………all complite job.

48 Providing and fixing factory made uPVC white colour sliding glazed window above 1.50 m in height dimension comprising of uPVC multichambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension

9.147B.1 Providing and fixing factory made uPVC white colour fixed glazed windows/ ventilators comprising of uPVC multi-chambered frame

9.147C Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly

9.147C.1 Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door upto 2.00 sqm)

9.136 Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in-charge (Dash fastener to be paid for separately).

GF TO 4TH FLOOR

9.138.1 Providing and fixing glazing in fire resistant door shutters, fixed panels, ventilators and partitions etc.,with G.I. beading of appropriate size, made With clear fire resistant glass panes 6 mm thick of approved brand, having minimum 60 minutes fire resistance out of 20 SWG G.I.sheet

GF TO 4TH FLOOR

49 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

(i) sal wood(125x75mm)

9.20.1 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

9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth

qty vide item no 9.20.1 39.69 sqm

9.24.1 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glas excluded)

qty vide item no 9.20.1 60% only 23.81 sqm

9.7.7.2 Providing and fixing panelling or panelling and glazing in panelled 5.5 mm thick glass pane.

qty vide item no 9.24.1 23.81 sqm

21.18 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement

glass door 15 2.40 x 1.20 = 43.20

AR in hazz bhawan Providing and fixing SS pull handles anodised transparent or dyed to required colour and shade with necessary screws etc. complete: (30mm dia)

AR in hazz bhawan Providing and fixing Glass To Glass lock necessary Screws etc... Complete

12.45.4 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm

ELECTRICAL ROOM 1 x 6.10 x 6.40 = 39.04

LIFT LOBBY 1 x 3.20 x 5.00 = 16.00

STAIR CASE LOBBY 1 x 2.50 x 3.90 = 9.75

STAIR CASE 1 x 11.45 x 1.500 = 17.18

ENTRANCE LOBBY 1 x 12.70 x 3.00 = 38.10

WAITING AREA 1 x 7.70 x 6.00 = 46.20

SERVICE ROOM 1 x 3.50 x 6.80 = 23.80

MAINTENANCE OFFICE 1 x 5.70 x 3.25 = 18.52

STORAGE ROOM 1 x 8.00 x 6.70 = 53.60

HELP DESK 1 x 5.00 x 6.70 = 33.50

LIFT LOBBY 1 x 3.20 x 5.00 = 16.00

STAIR CASE LOBBY 1 x 2.50 x 3.90 = 9.75

STAIR CASE 1 x 11.45 x 1.500 = 17.18

3.0M WIDE CORRIDOR 1 x 19.00 x 3.00 = 57.00

2.5M WIDE CORRIDOR 1 x 9.50 x 2.50 = 23.75

STORAGE ROOM 1 x 3.20 x 3.80 = 12.16

MEDIA STORAGE ROOM 1 x 3.20 x 3.20 = 10.24

ACCESS CONTROL 1 x 7.20 x 6.60 = 47.52

OPERATION TEAM 1 x 5.50 x 7.20 = 39.60

TELECOM ROOM 1 x 2.70 x 3.50 = 9.45

SERVER ROOM 1 x 7.20 x 12.70 = 91.44

DISPLAY ROOM 1 x 8.30 x 6.60 = 54.78

MANAGER ROOM 1 x 5.50 x 3.30 = 18.15

LIFT LOBBY 1 x 3.20 x 5.00 = 16.00

STAIR CASE LOBBY 1 x 2.50 x 3.90 = 9.75

STAIR CASE 1 x 11.45 x 1.500 = 17.18

3.0M WIDE CORRIDOR 1 x 19.00 x 3.00 = 57.00

2.5M WIDE CORRIDOR 1 x 9.50 x 2.50 = 23.75

TELECOM ROOM 1 x 2.70 x 3.50 = 9.45

MONITORING ROOM 1 x 19.20 x 6.70 = 128.64

LIFT LOBBY 1 x 3.20 x 5.00 = 16.00

STAIR CASE LOBBY 1 x 2.50 x 3.90 = 9.75

STAIR CASE 1 x 11.45 x 1.500 = 17.18

3.0M WIDE CORRIDOR 1 x 19.00 x 3.00 = 57.00

2.5M WIDE CORRIDOR 1 x 9.50 x 2.50 = 23.75

TELECOM ROOM 1 x 2.70 x 3.50 = 9.45

OBSERVATION DESK 1 x 12.30 x 3.80 = 46.74

MEETING ROOM 1 x 5.70 x 4.10 = 23.37

CHAIRMAN 1 x 6.50 x 6.85 = 44.53

LIFT LOBBY 1 x 3.20 x 5.00 = 16.00

STAIR CASE LOBBY 1 x 2.50 x 3.90 = 9.75

STAIR CASE 1 x 11.45 x 1.500 = 17.18

3.0M WIDE CORRIDOR 1 x 19.00 x 3.00 = 57.00

2.5M WIDE CORRIDOR 1 x 9.50 x 2.50 = 23.75

MAINTENANCE OFFICE 1 x 5.80 x 5.30 = 30.74

WORKSTATION AREA 1 x 15.50 x 15.50 = 240.25

Total (a) + (b) + (c) + (d) 1726.71 sqm

60% Of Total 1036.03 sqm

12.53X Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm

ELECTRICAL ROOM 1 x 6.10 x 6.40 = 39.04

LIFT LOBBY 1 x 3.20 x 5.00 = 16.00

STAIR CASE LOBBY 1 x 2.50 x 3.90 = 9.75

STAIR CASE 1 x 11.45 x 1.500 = 17.18

ENTRANCE LOBBY 1 x 12.70 x 3.00 = 38.10

WAITING AREA 1 x 7.70 x 6.00 = 46.20

SERVICE ROOM 1 x 3.50 x 6.80 = 23.80

MAINTENANCE OFFICE 1 x 5.70 x 3.25 = 18.52

STORAGE ROOM 1 x 8.00 x 6.70 = 53.60

HELP DESK 1 x 5.00 x 6.70 = 33.50

LIFT LOBBY 1 x 3.20 x 5.00 = 16.00

STAIR CASE LOBBY 1 x 2.50 x 3.90 = 9.75

STAIR CASE 1 x 11.45 x 1.500 = 17.18

3.0M WIDE CORRIDOR 1 x 19.00 x 3.00 = 57.00

2.5M WIDE CORRIDOR 1 x 9.50 x 2.50 = 23.75

STORAGE ROOM 1 x 3.20 x 3.80 = 12.16

MEDIA STORAGE ROOM 1 x 3.20 x 3.20 = 10.24

ACCESS CONTROL 1 x 7.20 x 6.60 = 47.52

OPERATION TEAM 1 x 5.50 x 7.20 = 39.60

TELECOM ROOM 1 x 2.70 x 3.50 = 9.45

SERVER ROOM 1 x 7.20 x 12.70 = 91.44

DISPLAY ROOM 1 x 8.30 x 6.60 = 54.78

MANAGER ROOM 1 x 5.50 x 3.30 = 18.15

LIFT LOBBY 1 x 3.20 x 5.00 = 16.00

STAIR CASE LOBBY 1 x 2.50 x 3.90 = 9.75

STAIR CASE 1 x 11.45 x 1.500 = 17.18

3.0M WIDE CORRIDOR 1 x 19.00 x 3.00 = 57.00

2.5M WIDE CORRIDOR 1 x 9.50 x 2.50 = 23.75

TELECOM ROOM 1 x 2.70 x 3.50 = 9.45

MONITORING ROOM 1 x 19.20 x 6.70 = 128.64

LIFT LOBBY 1 x 3.20 x 5.00 = 16.00

STAIR CASE LOBBY 1 x 2.50 x 3.90 = 9.75

STAIR CASE 1 x 11.45 x 1.500 = 17.18

3.0M WIDE CORRIDOR 1 x 19.00 x 3.00 = 57.00

2.5M WIDE CORRIDOR 1 x 9.50 x 2.50 = 23.75

TELECOM ROOM 1 x 2.70 x 3.50 = 9.45

OBSERVATION DESK 1 x 12.30 x 3.80 = 46.74

MEETING ROOM 1 x 5.70 x 4.10 = 23.37

CHAIRMAN 1 x 6.50 x 6.85 = 44.53

LIFT LOBBY 1 x 3.20 x 5.00 = 16.00

STAIR CASE LOBBY 1 x 2.50 x 3.90 = 9.75

STAIR CASE 1 x 11.45 x 1.500 = 17.18

3.0M WIDE CORRIDOR 1 x 19.00 x 3.00 = 57.00

2.5M WIDE CORRIDOR 1 x 9.50 x 2.50 = 23.75

MAINTENANCE OFFICE 1 x 5.80 x 5.30 = 30.74

WORKSTATION AREA 1 x 15.50 x 15.50 = 240.25

Total (a) + (b) + (c) + (d) 1726.71 sqm

40% of total 690.684 sqm

AR in BSBCCL Providing and fixing zebra blinds for window,do - do all complite job

Total window area 1.62

MR 01-Analysis P/F wooden Partation with alluminum channel and ply ,laminate ……..do all work complete

chairman 1 x 6.81 = 6.81

meeting hall 1 x 12.43 = 12.43

waiting 1 x 3.50 = 3.50

9.88 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers

door 1 x 120 = 120 each

50 Providing and fixing cast iron box for fan clamp ……………all complite job.

46 Providing and fixing in position collapsible steel shutter ……………all complite job.

10.5 Ground floor

52 Steel work welded in built up section ……………all complite job.

10.32.2 Ground Floor

53 Applying priming coat With ready mixed zinc chromate yellow primer of approved brand…do do all comp. job

13.81.3 area vide item no - 43 = 170.74 sqm

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

13.94.1 area vide item no - 43 = 170.74 sqm

55 Providing and fixing hand rail ……………all complite job.

10.33.1 Ground Floor

UPS ROOM STAIR 1 x 2 x 3.00 = 6.00

STAIR CASE 1 x 1 x 1.70 = 1.70

ENTRANCE LOBBY 1 x 2 x 1.70 = 3.40

SERVICE ROOM 1 x 1 x 3.80 = 3.80

STAIR CASE 1 x 1 x 10.30 = 10.30

FIRE EXIT 1 x 1 x 5.00 = 5.00

STAIR CASE 1 x 2 x 8.60 = 17.20

STAIR CASE 1 x 2 x 8.60 = 17.20

STAIR CASE 1 x 2 x 8.60 = 17.20

STAIR CASE 1 x 2 x 8.60 = 17.20

64 Providing and fixing 1 st quality ceramic glazed wall tiles……………all complite job.

11.36 Ground Floor

65 Providing and Laying ceramic glazed floor tiles (300 x300 )mm……………all complite job.

11.38 Ground Floor

GENTS TOILET 1 x 4.00 x 5.100 = 20.40

LADIES TOILET 1 x 3.00 x 4.500 = 13.50

GENTS TOILET 1 x 4.00 x 5.100 = 20.40

LADIES TOILET 1 x 3.00 x 4.500 = 13.50

GENTS TOILET 1 x 4.00 x 5.100 = 20.40

LADIES TOILET 1 x 3.00 x 4.500 = 13.50

GENTS TOILET 1 x 4.00 x 5.100 = 20.40

LADIES TOILET 1 x 3.00 x 4.500 = 13.50

GENTS TOILET 1 x 4.00 x 5.100 = 20.40

LADIES TOILET 1 x 3.00 x 4.500 = 13.50

66 Providing Kota stone slab Flooring 20 to 25 mm thick ……………all complite job.

Entry Steps 1 x 5 x 3.00 x 0.30 = 4.50

SERVICE ROOM 1 x 13 x 1.00 x 0.25 = 3.25

FIRE EXIT 1 x 5 x 1.20 x 0.30 = 1.80

LANDING 2 x 1.65 x 1.50 = 4.95

LANDING 2 x 1.65 x 1.50 = 4.95

LANDING 2 x 1.65 x 1.50 = 4.95

LANDING 2 x 1.65 x 1.50 = 4.95

LANDING 2 x 1.65 x 1.50 = 4.95

Total (A) + (B) 282.16 sqm

67 Providing Kota stone slab 25 mm thick in risers ……………all complite job.

Entry Steps 1 x 5 x 3.00 x 0.10 = 1.50

FIRE EXIT 1 x 7 x 1.20 x 0.10 = 0.84

SERVICE ROOM 1 x 13 x 1.00 x 0.10 = 1.30

LANDING 2 x 1.65 x 0.10 = 0.33

LANDING 2 x 1.65 x 0.10 = 0.33

LANDING 2 x 1.65 x 0.10 = 0.33

LANDING 2 x 1.65 x 0.10 = 0.33

LANDING 2 x 1.65 x 0.10 = 0.33

Total (A) + (B) 85.24 sqm

68 Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab…do do all comp. job

11.31 Entry Steps 1 x 5 x 3.00 = 15.00

FIRE EXIT 1 x 7 x 1.20 = 8.40

SERVICE ROOM 1 x 23 x 1.00 = 23.00

UPS ROOM 1 x 5 x 2.50 = 12.50

LANDING 1 x 2 x 1.65 = 3.30

LANDING 1 x 2 x 1.65 = 3.30

LANDING 1 x 2 x 1.65 = 3.30

LANDING 1 x 2 x 1.65 = 3.30

LANDING 1 x 2 x 1.65 = 3.30

69 Extra for kota stone flooring in treads of steps……………all complite job.

Entry Steps 1 x 5 x 3.00 x 0.30 = 4.50

SERVICE ROOM 1 x 13 x 1.00 x 0.25 = 3.25

FIRE EXIT 1 x 5 x 1.20 x 0.30 = 1.80

70 Precast terrazo tiles 22 mm thick with marble chips….do do all comp. job

11.16 Ground Floor

PARKING RAMP 2 x 3.50 x 1.20 = 8.40

SKIRTING 2 x 3.50 x 0.10 = 0.70

SERVER ROOM RAMP 1 x 3.50 x 1.50 = 5.25

SKIRTING 1 x 3.50 x 0.10 = 0.35

71 Providing and laying Vitrified tiles in different sizes ……………all complite job.

11.46.2 Ground Floor

ELECTRICAL ROOM 1 x 6.10 x 6.40 = 39.04

MAINTENANCE ROOM 1 x 5.70 x 3.25 = 18.52

SERVICE ROOM 1 x 3.50 x 6.80 = 23.80

STORAGE ROOM 1 x 5.00 x 6.70 = 33.50

HELP DESK 1 x 5.00 x 6.70 = 33.50

STORAGE ROOM 1 x 3.20 x 3.80 = 12.16

MEDIA STORAGE ROOM 1 x 3.20 x 3.20 = 10.24

ACCESS CONTROL 1 x 7.20 x 6.40 = 46.08

OPERATION TEAM 1 x 7.20 x 5.55 = 39.96

TELECOM ROOM 1 x 2.70 x 3.50 = 9.45

DISPLAY ROOM 1 x 8.30 x 6.60 = 54.78

MANAGER ROOM 1 x 5.50 x 3.30 = 18.15

TELECOM ROOM 1 x 2.70 x 3.50 = 9.45

MONITORING ROOM 1 x 18.50 x 6.70 = 123.95

OBSERVATION DECK 1 x 12.30 x 3.60 = 44.28

TELECOM ROOM 1 x 2.70 x 3.50 = 9.45

MEETING ROOM 1 x 6.70 x 4.10 = 27.47

CHAIRMAN 1 x 6.50 x 6.90 = 44.85

WORKSTATION AREA 1 x 16.50 x 15.00 = 247.50

MAINTENANCE OFFICE 1 x 5.80 x 5.30 = 30.74

STORE ROOM 1 x 2.90 x 3.50 = 10.15

11.47.2 Providing and laying Vitrified tiles in different sizes ……………all complite job.

ELECTRICAL ROOM 1 ( 6.10 + 6.40 ) 0.100 = 1.25

MAINTENANCE ROOM 1 ( 5.70 + 3.25 ) 0.100 = 0.90

MEDIA STORAGE ROOM 1 ( 3.20 + 3.20 ) 0.100 = 0.64

OBSERVATION DECK 1 ( 12.30 + 3.60 ) 0.100 = 1.59

WORKSTATION AREA 1 ( 16.50 + 15.00 ) 0.100 = 3.15

MAINTENANCE OFFICE 1 ( 5.80 + 5.30 ) 0.100 = 1.11

11.20 Chequerred precast cement concrete tiles 22 mm thick…..do do all comp. job

PLASTER & FINISHING WORK

73 Providing 12 mm cp (1:6)……………all complite job.

13.11.4 In side

ELECTRICAL ROOM 2 x 1 x 6.30 x 3.750 = 47.25

ENTRANCE LOBBY 2 x 1 x 12.60 x 3.750 = 94.50

LIFT LOBBY 2 x 1 x 3.50 x 3.750 = 26.25

STAIR CASE 2 x 1 x 7.25 x 3.750 = 54.38

MAINTENANCE ROOM 2 x 1 x 5.70 x 3.750 = 42.75

GENTS TOILET 2 x 1 x 4.00 x 3.750 = 30.00

LADIES TOILET 2 x 1 x 3.00 x 3.750 = 22.50

SERVICE ROOM 2 x 1 x 3.50 x 3.750 = 26.25

RECEPTION 2 x 1 x 8.10 x 3.750 = 60.75

Deduction Door Window

Total (i) - (ii) 1144.95 sqm (a)

STORAGE ROOM 2 x 1 x 5.000 x 3.750 = 37.50

LIFT LOBBY 2 x 1 x 3.50 x 3.750 = 26.25

STAIR CASE 2 x 1 x 7.25 x 3.750 = 54.38

TELECOM ROOM 2 x 1 x 2.700 x 3.750 = 20.25

GENTS TOILET 2 x 1 x 4.00 x 3.750 = 30.00

LADIES TOILET 2 x 1 x 3.00 x 3.750 = 22.50

3.0M WIDE CORRIDOR 2 x 1 x 19.200 x 3.750 = 144.00

2.5M WIDE CORRIDOR 2 x 1 x 10.100 x 3.750 = 75.75

STORAGE ROOM 2 x 1 x 3.200 x 3.750 = 24.00

MEDIA STORAGE ROOM 2 x 1 x 3.200 x 3.750 = 24.00

ACCESS CONTROL 2 x 1 x 7.200 x 3.750 = 54.00

OPERATION TEAM 1 x 1 x 7.200 x 3.750 = 27.00

SERVER ROOM 2 x 1 x 12.700 x 3.750 = 95.25

1579.50 sqm (iii)

Deduction Door Window

Total (iii) - (iv) 1502.77 sqm (b)

DISPLAY ROOM 2 x 1 x 8.300 x 3.750 = 62.25

MANAGER ROOM 2 x 1 x 5.500 x 3.750 = 41.25

LIFT LOBBY 2 x 1 x 3.50 x 3.750 = 26.25

STAIR CASE 2 x 1 x 7.25 x 3.750 = 54.38

TELECOM ROOM 2 x 1 x 2.700 x 3.750 = 20.25

GENTS TOILET 2 x 1 x 4.00 x 3.750 = 30.00

LADIES TOILET 2 x 1 x 3.00 x 3.750 = 22.50

3.0M WIDE CORRIDOR 2 x 1 x 15.700 x 3.750 = 117.75

2.5M WIDE CORRIDOR 2 x 1 x 10.100 x 3.750 = 75.75

Deduction Door Window

Total (v) - (vi) 1292.46 sqm (c)

MONITORING ROOM 2 x 1 x 13.200 x 3.750 = 99.00

LIFT LOBBY 2 x 1 x 3.50 x 3.750 = 26.25

STAIR CASE 2 x 1 x 7.25 x 3.750 = 54.38

TELECOM ROOM 2 x 1 x 2.700 x 3.750 = 20.25

GENTS TOILET 2 x 1 x 4.00 x 3.750 = 30.00

LADIES TOILET 2 x 1 x 3.00 x 3.750 = 22.50

3.0M WIDE CORRIDOR 2 x 1 x 23.200 x 3.750 = 174.00

2.5M WIDE CORRIDOR 2 x 1 x 10.100 x 3.750 = 75.75

OBSERVATION DECK 2 x 1 x 12.300 x 3.750 = 92.25

1169.25 sqm (vii)

Deduction Door Window

59.94 sqm (viii)

Total (vii) - (viii) 1109.32 sqm (d)

MEETING ROOM 2 x 1 x 5.700 x 3.750 = 42.75

LIFT LOBBY 2 x 1 x 3.50 x 3.750 = 26.25

STAIR CASE 2 x 1 x 7.25 x 3.750 = 54.38

MAINTENANCE OFFICE 2 x 1 x 5.800 x 3.750 = 43.50

GENTS TOILET 2 x 1 x 4.00 x 3.750 = 30.00

LADIES TOILET 2 x 1 x 3.00 x 3.750 = 22.50

2.5M WIDE CORRIDOR 2 x 1 x 10.100 x 3.750 = 75.75

WORKSTATION AREA 1 x 1 x 15.500 x 7.650 = 118.58

1134.94 sqm (ix)

Deduction Door Window

Total (ix) - (x) 1075.81 sqm (e)

MACHINE ROOM 2 x 1 x 3.50 x 2.850 = 19.95

STAIR CASE 2 x 1 x 7.25 x 2.850 = 41.33

STORE ROOM 2 x 1 x 2.90 x 2.850 = 16.53

WATER TANK 2 x 1 x 5.70 x 2.850 = 32.49

254.79 sqm (xi)

Deduction Door Window

13.08 sqm (xii)

Total (xi) - (xii) = 241.71 sqm (f)

74 Providing 15 mm cp (1:6)……………all complite job.

13.12.2 Out Side

OUTSIDE WALL 2 x 1 x 12.50 x 4.80 = 120.00

TOILET DUCT 2 x 1 x 7.00 x 4.80 = 67.20

Deduction Door Window

OUTSIDE WALL 1 x 1 x 6.00 x 3.90 = 23.40

TOILET DUCT 2 x 1 x 7.00 x 3.90 = 54.60

Deduction Door Window

OUTSIDE WALL 1 x 1 x 6.00 x 3.90 = 23.40

OUTSIDE WALL 1 x 1 x 25.00 x 3.90 = 97.50

TOILET DUCT 2 x 1 x 7.00 x 3.90 = 54.60

Deduction Door Window

OUTSIDE WALL 1 x 1 x 6.00 x 3.90 = 23.40

OUTSIDE WALL 1 x 1 x 25.00 x 3.90 = 97.50

TOILET DUCT 2 x 1 x 7.00 x 3.90 = 54.60

Deduction Door Window

OUTSIDE WALL 1 x 1 x 6.00 x 3.90 = 23.40

PROJECTION BEAM 4 x 1 x 2.50 x 0.50 = 5.00

TOILET DUCT 2 x 1 x 7.00 x 3.90 = 54.60

Deduction Door Window

MACHINE ROOM 1 x 1 x 6.20 x 3.00 = 18.60

STAIR CASE 2 x 1 x 4.20 x 3.00 = 25.20

STORE/WATER TANK 2 x 1 x 10.20 x 3.00 = 61.20

TOILET DUCT 3 x 1 x 7.00 x 3.00 = 63.00

ELECTRICAL DUCT 4 x 1 x 1.20 x 3.00 = 14.40

PROJECTION SLAB 1 x 2 x 10.80 x 0.75 = 16.20

Deduction Door Window

75 Providing 6 mm cp (1:4) in ceiling……………all complite job.

13.24.2 Ground Floor

ELECTRICAL ROOM 1 x 6.10 x 6.40 = 39.04

LIFT LOBBY 1 x 3.20 x 5.00 = 16.00

STAIR CASE LOBBY 1 x 2.50 x 3.90 = 9.75

STAIR CASE 1 x 11.45 x 1.500 = 17.18

ENTRANCE LOBBY 1 x 12.70 x 3.00 = 38.10

WAITING AREA 1 x 7.70 x 6.00 = 46.20

SERVICE ROOM 1 x 3.50 x 6.80 = 23.80

MAINTENANCE OFFICE 1 x 5.70 x 3.25 = 18.52

GENTS TOILET 1 x 4.00 x 6.60 = 26.40

LADIES TOILET 1 x 3.00 x 5.50 = 16.50

STORAGE ROOM 1 x 8.00 x 6.70 = 53.60

HELP DESK 1 x 5.00 x 6.70 = 33.50

LIFT LOBBY 1 x 3.20 x 5.00 = 16.00

STAIR CASE LOBBY 1 x 2.50 x 3.90 = 9.75

STAIR CASE 1 x 11.45 x 1.500 = 17.18

3.0M WIDE CORRIDOR 1 x 19.00 x 3.00 = 57.00

2.5M WIDE CORRIDOR 1 x 9.50 x 2.50 = 23.75

STORAGE ROOM 1 x 3.20 x 3.80 = 12.16

MEDIA STORAGE ROOM 1 x 3.20 x 3.20 = 10.24

ACCESS CONTROL 1 x 7.20 x 6.60 = 47.52

OPERATION TEAM 1 x 5.50 x 7.20 = 39.60

TELECOM ROOM 1 x 2.70 x 3.50 = 9.45

GENTS TOILET 1 x 4.00 x 5.10 = 20.40

LADIES TOILET 1 x 3.00 x 5.10 = 15.30

SERVER ROOM 1 x 7.20 x 12.70 = 91.44

DISPLAY ROOM 1 x 8.30 x 6.60 = 54.78

MANAGER ROOM 1 x 5.50 x 3.30 = 18.15

LIFT LOBBY 1 x 3.20 x 5.00 = 16.00

STAIR CASE LOBBY 1 x 2.50 x 3.90 = 9.75

STAIR CASE 1 x 11.45 x 1.500 = 17.18

3.0M WIDE CORRIDOR 1 x 19.00 x 3.00 = 57.00

2.5M WIDE CORRIDOR 1 x 9.50 x 2.50 = 23.75

TELECOM ROOM 1 x 2.70 x 3.50 = 9.45

GENTS TOILET 1 x 4.00 x 5.10 = 20.40

LADIES TOILET 1 x 3.00 x 5.10 = 15.30

MONITORING ROOM 1 x 19.20 x 6.70 = 128.64

LIFT LOBBY 1 x 3.20 x 5.00 = 16.00

STAIR CASE LOBBY 1 x 2.50 x 3.90 = 9.75

STAIR CASE 1 x 11.45 x 1.500 = 17.18

3.0M WIDE CORRIDOR 1 x 19.00 x 3.00 = 57.00

2.5M WIDE CORRIDOR 1 x 9.50 x 2.50 = 23.75

TELECOM ROOM 1 x 2.70 x 3.50 = 9.45

GENTS TOILET 1 x 4.00 x 5.10 = 20.40

LADIES TOILET 1 x 3.00 x 5.10 = 15.30

OBSERVATION DESK 1 x 12.30 x 3.80 = 46.74

MEETING ROOM 1 x 5.70 x 4.10 = 23.37

CHAIRMAN 1 x 6.50 x 6.85 = 44.53

LIFT LOBBY 1 x 3.20 x 5.00 = 16.00

STAIR CASE LOBBY 1 x 2.50 x 3.90 = 9.75

STAIR CASE 1 x 11.45 x 1.500 = 17.18

3.0M WIDE CORRIDOR 1 x 19.00 x 3.00 = 57.00

2.5M WIDE CORRIDOR 1 x 9.50 x 2.50 = 23.75

MAINTENANCE OFFICE 1 x 5.80 x 5.30 = 30.74

GENTS TOILET 1 x 4.00 x 5.10 = 20.40

LADIES TOILET 1 x 3.00 x 5.10 = 15.30

WORKSTATION AREA 1 x 15.50 x 15.50 = 240.25

LIFT LOBBY 1 x 3.20 x 5.00 = 16.00

STAIR CASE LOBBY 1 x 2.50 x 3.90 = 9.75

STORE ROOM 1 x 5.70 x 3.500 = 19.95

WATER TANK 1 x 5.70 x 5.700 = 32.49

STAIR CASE 1 x 11.45 x 1.500 = 17.18

13.78.1 Applying one coat of cement primer of approved brand and manufacture on wall surface…do do all comp. job

Area vide item no - = 6367.01 sqm

Area vide item no - = 3784.48 sqm

Area vide item no - = 2793.99 sqm

13.80A.1 Providing and applying white cement based putty of average thickness 1 mm….do do all comp. job

Area vide item no - = 6367.01

Area vide item no - = 2793.99

76 Distempering with oil bound washable distemper……………all complite job.

13.77A.1 Area vide item no - = 6367.01

Area vide item no - = 2793.99

77 Applying priming coat with ready mixed primer wood work…all complite job.

13.81.1 area vide item no - 35 = #REF!

area vide item no - 36 = #REF!

area vide item no - 45 = #REF!

@ 2.5 time = #REF! sqm

78 Applying priming coat with ready mixed zink chromate primer steel work…all complite job.

13.81.3 area vide item no - 48 = #REF!

area vide item no - 52 (i) = #REF!

79 Painting With Synthetic enimel paint……………..…all complite job.

13.93.1 area vide item no - 77 = = #REF!

area vide item no - 78 = = #REF!

area vide item no - 48 = = #REF!

area vide item no - 56 = = #REF!

area vide item no - 46 = 0.00 x 2.00 = 0.00

area vide item no - 47 = #REF! x 2.50 = #REF!

80 Forming groove of uniform size from 12 x 12 mm do - do all complite job.

81 Providing net cement punning do - do all complite job.

13.26 area vide item no - 73 B = #REF! sqm

82 Finishing walls with Acrylic smooth exterior paint do - do all complite job.

13.46.1 area vide item no - 74 = = 9161.00 sqm

WATER PROOFING TREATMENT WORK

83 Providing and laying water proofing treatment to vertical & horizontal…all complite job.

22.3 Ground Floor

WATER TANK 1 x 5.60 x 5.50 = 30.80

22.20.1 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen 03.MM

Deduction 1 x 18.10 x 5.50 -99.55

12.56X Providing and laying roof insulation with 40 mm thick impervious sprayed, closed cell free Rigid Polyurethane foam over deck insulation conforming to IS - 12432 Pt. III (density of foam being 40-45 kg/ cum), over a coat of polyurethane primer applied @ 6-8 sqm per litre, laying 400 G polythene sheet over PUF spray and providing

qty same as 22.20 = 673.45 sqm

15.23,1 Extra for covering top of membrane with Geotextile, 120 gsm non woven, sqm 77.20 100%polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane

qty same as 22.20 = 673.45 sqm

26A.2 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing…do do all comp. job

26A.3 Providing, assembling and supplying vision glass panels (IGUs) comprising…do do all comp. job

MISCELLANEOUS WORKS

84 Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm….do do al comp. job

85 Making Khurras 45 x 45 cm ……………...all complite job. = 10.00 nos

89 Providing well burnt brick bats or jhama bricks…all complite job.

SERVER ROOM 1 x 12.70 x 7.20 x 0.60 = 54.86

90 Carriage of Materials

(i) Bricks = #REF! nos

(ii) Coarse Sand = #REF! cum

(iii)Stone Chips = #REF! cum

(iv) Local Sand = #REF! cum

91 Difference cost of Materials

(i) Cement = #REF! MT

(ii) Bricks = #REF! nos

Materials Stetment

Sl. Item of Work Qty Unit Cement Coarse Sand Stone Chips Local Sand Bricks

1 Local Sand #REF! cum #REF!

5 Half Brick work cm (1:4) 423.10 sqm 4.65 12.69 23905

6 Granite flooring 656.02 sqm 5.90 15.74

7 B/F Soling #REF! sqm #REF! #REF!

8 C. C flooring #REF! sqm #REF! #REF! #REF!

9 Plaster Skrting #REF! sqm #REF! #REF!

10 Kota stone Flooring 282.16 sqm 2.54 6.77

11 Kota stoneSkrting 85.24 sqm 0.60 1.28

12 Glazed Wall tiles 521.64 sqm 3.65 7.82

13 Glazed floor tiles #REF! sqm #REF! #REF!

14 Terrazo tiles in floor 21.00 sqm 0.27 0.50

15 Terrazo tiles in Skrting #REF! sqm #REF! #REF!

18 Cement punning #REF! sqm #REF!

20 W.P of Vertical 112.60 sqm 1.80 2.70

21 Plinth Protection 106.00 sqm 2.33 5.30 7.42 9.54 3392

#REF! #REF! #REF! #REF! #REF!

M.T cum cum cum nos

Bihar State Building Construction Corporation Ltd.

PROJECT : CONSTRUCTION OF ICCC BUILDING UNDER PATNA SMART CITY PROJECT AT PATNA (DIST. - PATNA)

Under Ground Water Tank ( 4.00 X 4.00 X 3.00 mtr Deep)

Item No SOR. No. Item of work Nos L B D/H Qty Unit

1 2.6.1 Earthwork in excavation in foundation trenches…... all complite job

2 2.18.2 Close timbering over areas including strutting…... all complite job

3 2.27.1 Extra for every additional lift of 1.5 mtr …... all complite job

4 2.28 Supplaying Local sand filling in foundation and plinth…... all complite job

5 11.72 Providing 100 A Brick flat soling ...…... all complite job

Water Tank 1 4.60 4.60 21.16

6 4.5.3 Providing P.C.C (1:2:4) in foundation….…... all complite job

7 5.1.2 Providing R.C.C (1:1:2) in foundation….…... all complite job

Foundation 4 1.20 1.20 0.15 0.86

8 5.1.2 Providing R.C.C (1:1:2) in up to Plinth….…... all complite job

9 5.40 Extra for laying reinforced cement concrete in or under water.…... all complite job

Qty R.C.C Foundation 37.10 cum

10 5.9.1 Cetring and Shuttring in Foundation….…... all complite job

Padistal 4 0.75 0.15 0.45

11 5.9.2 Cetring and Shuttring in Wall….…... all complite job

12 5.9.3 Cetring and Shuttring in Slab….…... all complite job

13 5.9.5 Cetring and Shuttring in Lintel….…... all complite job

Beam Botom 1 4.60 0.25 1.15

Roof Beam 1 3.40 0.30 1.02

14 5.9.6 Cetring and Shuttring in column….…... all complite job

15 5.9.16.1 Cetring and Shuttring in Edge of Slab….…... all complite job

16 5.9.19 Cetring and Shuttring in Chajja….…... all complite job

17 5.22 Reinforcement for R.C.C work….…... all complite job

Qty Vide R.C.C up to plinth level. 37.10

Qty Vide R.C.C upto floor V Level 9.47

(iii) 5.22.7C TMTC - 500 -12 mm dia 1,200.00 kg

(iv) 5.22.7D TMTC - 500 -16 mm dia 1,021.94 kg

18 6.1.14C Providing Brickwork in cm 1:6 in F/P …... all complite job

19 6.1.14C + 6.3C Providing Brickwork in cm 1:6 in S/S …... all complite job

20 10.7 Providing and fixing 1 mm thick M.S. sheet door with frame….all complite job

21 9.82.1 Providing and fixing M.S.Grill…...all complite job

Stair For Water Tank

22 11.4.2 Providing 40 mm thick C.C Flooring ….…... all complite job

23 13.24.2 Providing 6mm cement plaster (1:4) in Ceiling….…... all complite job

24 13.11.4 Providing 12 mm cement plaster (1:6) ….…... all complite job

25 13.18 Providing 15mm cement plaster (1:3) with punning….…... all complite job

Water Tank 2 4.00 3.60 28.80

26 13.78.1 Applaying one Coat Cement Primer….…... all complite job

Area 12 mm Cement Plaster 94.41

Area 6 mm Cement Plaster 18.70

27 13.79.1 Finishing walls with water proofing cement paint….…... all complite job

Area 12 mm Cement Plaster 94.41

Area 6 mm Cement Plaster 18.70

28 13.81.3 Applying priming coat With ready mixed zinc chromate yellow primer ….…... all complite job

Area M.S Grill 9.00 sqm

29 13.82.1 Painting with ready mixed paint of approved brand….…... all complite job

Area M.S Grill 9.00

Area M.S Sheet Door 5.40 2 time 10.80

30 19.19.4.1 Providing and fixing in position precast R.C.C mainhole….…... all complite job

31 Carraige of Materials

(i) Bricks (1K + 7P) 6151.00 nos

(ii) Sone Sand (45 km) 28.00 cum

(iii) Stone Chips (156 km) 42.00 cum

(iv) Local Sand (1K + 2P) 7.00 cum

32 Extra cost of Materail

(i) Cement 32.00 M.T

(ii) Bricks 6151.00 nos

MATERAIL STETMENT

Sl. Item of Work Qty unit Cement Coarse Sand Stone Chips Local Sand Bricks

1 Local Sand 6.16 m³ 6.16

M.T cum cum cum nos

Bihar State Building Construction Corporation Ltd.

PROJECT : CONSTRUCTION OF ICCC BUILDING UNDER PATNA SMART CITY PROJECT AT PATNA (DIST. - PATNA)

Estimate of Cost (Under Ground Water Tank)

Sl. No./ Code. SOR-14 Description of Work Unit Qty. Rate (Rs.) Amount (Rs.)

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

2.6.1 All kinds of soil cum 104.90 279.10 29,277.00

2.18 Close timbering in trenches including strutting. Shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered):

2.18.3 Depth exceeding 3m but not exceeding 4.5 m cum 103.82 113.10 11,742.00

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

2.27.1 Ali kinds of soil. cum 103.82 41.00 4,257.00

2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 6.16 238.60 1,469.00

2.0 Concrete Work

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.

4.1.3 1:2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) cum 3.20 4151.40 13,268.00

3.0 Reinforced Cement Concrete Works

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

5.9.1 Foundations, footings, bases of columns, etc., for mass concrete. sqm 3.69 186.30 687.00

5.9.2 Walls (any thickness) including attached pilasters. Buttresses, plinth and string courses etc. sqm 83.98 321.30 26,983.00

5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 18.80 362.60 6,817.00

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 17.82 335.30 5,973.00

5.9.6 Columns, Pillars, Piers, Abutments, Post and struts sqm 45.75 425.80 19,480.00

5.9.19 Wheather shade, Chajja, corbels etc., including edges. sqm 1.98 468.40 927.00

5.9.16 Edges of slabs and breaks in floors and walls-

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

Thermo-Mechanically Treated bars

5.33 Providing and laying in position machine batched and machinemixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing and including retard setting of concrete, improve workability without impairing strength and admixtures in recommended proportions as per IS: 9103 to accelerate, reinforcement, durability as per direction of Engineer-in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.

5.33.1 All works up to plinth level. cum 37.10 5192.50 192,657.00

5.33.2 All work above Plinth level upto floor V Level. cum 9.47 5859.00 55,499.00

5.31 Extra for laying reinforced cement concrete in or under water and/or liquid mud including cost or pumping or bailing out water and removing slush etc. complete.(Rate same as per item No, 4.29) cum 37.10 401.30 14,889.00

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

6.1.14C cement mortar 1:6 (1 cement : 6 coarse sand) cum 10.37 4895.70 50,744.00

6.3C Extra for Brick work in superstructure above plinth level upto floor V level cum 9.20 702.20 6,457.00

10.7 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer. sqm 5.40 2721.10 14,694.00

9.48.1 Providing and fixing M.S. grills of requirement pattern in frames of windows etc. with M.S. flats, square or round bars etc.all complete

Fixed to steel windows by welding Kg 180.00 114.20 20,556.00

6.0 Flooring Works

11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, but excluding carriage cost of bricks & sand. Per M2 31.96 277.50 8869.00

11.3 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete

11.3.1 40 mm thick with 20 mm nominal size stone aggregate sqm 25.76 282.60 7,280.00

7.0 Plaster & Finishing Works

13.11 12 mm cement plaster of mix

13.24 6 mm cement plaster to ceiling of mix.

13.18 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall sqm 104.66 215.50 22,554.00

13.78.1 Applying one coat of cement primer of approved brand and manufacture on wall surface: sqm 113.11 31.00 3,506.00

13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

New work (three or more coats) sqm 113.11 68.30 7,725.00

13.81.3 Applying priming coat With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works sqm 9.00 27.50 248.00

13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade

New steel work (two or more coats) sqm 19.80 74.50 1,475.00

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

19.19.2.1 Square shape 450 mm internal diameter Each 2.00 969.60 1939.00

8.0 Carriage of Materials

Bricks (lead - 1 km kutcha + 7 km pucca) Per 1000 Nos. 6151.00 856.46 5,268.00

Coarse Sand (Lead - 45Km) cum 28.00 878.40 24,595.00

Stone Chips (Lead - 156 km) cum 42.00 1865.77 78,362.00

Local sand ( 1 km kutcha + 2 km pucca) cum 7.00 262.05 1,834.00

9.0 Difference in Cost of Materials

BSBCCL BSBCCL BSBCCL

Patna Patna Patna

Bihar State Building Construction Carporation Ltd.

PROJECT : CONSTRUCTION OF ICCC BUILDING UNDER PATNA SMART CITY PROJECT AT PATNA (DIST. - PATNA)

Abstract of P.H.E Work

S NO SOR/MR ITEM DESCRIPTION UNIT RATE QTY AMOUNT

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

1.00 R.A. (P-1.18) N.S.-18 Providing and Fixing In Wall Tank Cistern without Iron Rack(Mechanical) Size 815 x520x142 mm all complete. KOHLER/ DURAVIT/TOTO/EQVT. inclusive of all taxes and royalty all complete with ten years on site warranty as per specification and direction of E/I. Each 5566.00 11.00 61226.00

2.00 R.A. (P-1.19) N.S.-19 Providindg and Fixing Droplet Faceplate polished Chrome all complete . KOHLER/HANSGROHE/GROHE/EQVT. inclusive of all taxes and royalty all complete with ten years on site warranty as per specification and direction of E/I. Each 1520.00 11.00 16720.00

3.00 R.A. (P-1.20) N.S.-20 Providing and Fixing Presquile wall hung toiliet with quoiet close seat in white size 560x380x400mm Trap distance P- trap 245mm all complete. KOHLER/DURAVIT/TOTO/EQVT. inclusive of all taxes and royalty all complete with ten years on site warranty as per specification and direction of E/I. Each 14065.00 11.00 154715.00

4.00 R.A. (P-1.22) N.S.-22 Providing and Fixing M12 rack bolts for iwall hung installation all complete with ten years on site warranty. KOHLER/ HANSGROHE / GROHE/EQVT. inclusive of all taxes and royalty all complete as per specification and direction of E/I. Each 994.00 11.00 10934.00

5.00 R.A. (P-1.23) N.S.-23 Providing and Fixing Connector acccessory pack alla complete with ten years on site warranty .KOHLER/ HANSGROHE/ GROHE/EQVT. inclusive of all taxes and royalty all complete as per specification and direction of E/I. Each 491.00 11.00 5401.00

6.00 R.A. (P-1.24) N.S.-24 Providing and Fixing Complementry Angle valve in Polished chrome size 40x78 mm all complete with ten years on site warranty. KOHLER/HANSGROHE/GROHE/EQVT inclusive of all taxes and royalty all complete as per specification and direction of E/I. Each 1286.00 11.00 14146.00

7.00 R.A. (P-1.25) N.S.-25 Providing andFixing Deco health Faucet with metal hose and holder in Polished chrome, health faucet size 102mm and hose size 59mm all complete. KOHLER / HANSGROHE / GROHE/ EQVT. inclusive of all taxes and royalty all complete with ten years on site warranty as per specification and direction of E/I. Each 2022.00 11.00 22242.00

8.00 R.A. (P-1.26) N.S.-26 Providing and Fixing Two Way Bib Cock in Polished chrome,with size 139x 60 mm all complete with ten years on site warranty KOHLER / HANSGROHE / GROHE/EQVT. inclusive of all taxes and royalty all complete as per specification and direction of E/I. Each 4127.00 11.00 45397.00

9.00 R.A. (P-1.27) N.S.-27 Providing and Fixing Ladena under counter basin in white size597mm x 412 mm x 206mm mm all complete with ten years on site warranty KOHLER/DURAVIT/TOTO/EQVT. inclusive of all taxes and royalty all complete as per specification and direction of E/I. Each 9459.00 11.00 104049.00

10.00 R.A. (P-1.28) N.S.-28 Providing complementry lavatory bottle trap, without drainwith 30mm horizontal nad 20mm vertical lenth all complete with ten years on site warranty KOHLER / HANSGROHE / GROHE/EQVT. inclusive of all taxes and royalty all complete as per specification and direction of E/I. Each 1882.00 11.00 20702.00

11.00 R.A. (P-1.29) N.S.-29 Providing and Fixing Complementry grid drain with overflow in polished chroem all complete with ten years on site warranty KOHLER/ HANSGROHE / GROHE/EQVT. inclusive of all taxes and royalty all complete as per specification and direction of E/I. Each 584.00 11.00 6424.00

12.00 R.A. (P-1.30) N.S.-30 Providing and Fixing Aloe wall mount lavatory faucet trim in polished chrome size 200x80x160mm all complete with ten years on site warranty KOHLER/DURAVIT/TOTO/EQVT. inclusive of all taxes and royalty all complete as per specification and direction of E/I. Each 8243.00 11.00 90673.00

13.00 R.A. (P-1.31) N.S.-31 Providing and Fixing Single control wall mount lavatory faucet valve size 152x57mm all complete with ten years on site warranty KOHLER/ HANSGROHE / GROHE/EQVT. inclusive of all taxes and royalty all complete as per specification and direction of E/I Each 4116.00 11.00 45276.00

14.00 R.A. (P-1.32) N.S.-32 Providing and Fixing Aqua Turbo 235 single control bath and shower valve(without face plate diverter) in polidshed chrome size 80 x 160 mm all complete. KOHLER/ HANSGROHE / GROHE/EQVT. inclusive of all taxes and royalty all complete with ten years on site warranty as per specification and direction of E/I Each 5354.00 5.00 26770.00

15.00 R.A. (P-1.33) N.S.-33 Providing and Fixing July recessed bath and shower faucet trim 40 mm (FACE PLATE) with leaver handle and divertor button in polidshed chrome size 113 x 111x 66 mm all complete. KOHLER/ HANSGROHE / GROHE/EQVT. inclusive of all taxes and royalty all complete with ten years on site warranty as per specification and direction of E/I Each 5121.00 5.00 25605.00

16.00 R.A. (P-1.34) N.S.-34 Providing and Fixing Aleo Bath Spout without diverter in polidshed chrome size 177 x 70 mm all complete with ten years on site warranty KOHLER/ HANSGROHE / GROHE/EQVT. inclusive of all taxes and royalty all complete as per specification and direction of E/I Each 3660.00 5.00 18300.00

17.00 R.A. (P-1.35) N.S.-35 Providing and Fixing 8 inch Rain Showerhead Katalyst in polidshed chrome all complete with ten years on site warranty KOHLER/ HANSGROHE / GROHE/EQVT. inclusive of all taxes and royalty all complete as per specification and direction of E/I Each 8185.00 5.00 40925.00

18.00 R.A. (P-1.36) N.S.-36 Providing and Fixing Ceiling Shower Arm Master Shower 254 mm ceiling mount shower arm in polidshed chrome all complete with ten years on site warranty KOHLER/ HANSGROHE / GROHE/EQVT. inclusive of all taxes and royalty all complete as per specification and direction of E/I Each 2350.00 5.00 11750.00

19.00 R.A. (P-1.37) N.S.-37 Providing and Fixing Duo Acrylic drop in Bath Tub in white with size 1525 x 762 x 43mm all complete. KOHLER/DURAVIT/TOTO/EQVT. inclusive of all taxes and royalty all complete with ten years on site warranty as per specification and direction of E/I Each 30609.00 0.00 0.00

20.00 R.A. (P-1.38) N.S.-38 Providing and Fixing Bath Tub Drain in polished chrome all complete. KOHLER/HANSGROHE / GROHE/EQVT. inclusive of all taxes and royalty all complete with ten years on site warranty as per specification and direction of E/I Each 9505.00 0.00 0.00

21.00 R.A. (P-1.39) N.S.-39 Providing and Fixing Kitchen Mixer Cuff dual handle wall mount Kitchen Faucet in polished chrome with size 150 x 196mm all complete with ten years on site warranty KOHLER/HANSGROHE / GROHE/EQVT. inclusive of all taxes and royalty all complete as per specification and direction of E/I Each 7670.00 4.00 30680.00

22.00 17.4.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P Brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required: Range of four urinal basins with 10 litres white P.V.C. automatic flushing cistern. Each 9560.40 16.00 152966.00

23.00 17.32.2 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing: Rectangular shape 453 x 357 mm. Each 683.80 30.00 20514.00

17.32.4 Rectangular shape 1500x450 mm Each 1295.20 5.00 6476.00

24.00 17.34.1 Providing and fixing toilet paper holder: C.P. brass Each 363.00 11.00 3993.00

25.00 17.1.1 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 fixture complete, including cutting and making good the walls and level with P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS:7231, with all fittings and floors wherever required: White vitreous china Orissa pattern W.C. pan of size 580 x 440 mm with integral type foot rest. Each 3390.90 5.00 16955.00

26.00 17.5.3 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fittings as per IS:2556, C.I. trap with outlet gratings and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required: Range of three half stall urinals with 10 litres P.V.C. automatic flushing cistern. Each 10814.40 20.00 216288.00

27.00 17.7.5 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required: White vitreous China Angle back wash basin size 600 x 480 mm with single 15 mm C.P. brass pillar tap Each 2018.10 32.00 64579.00

28.00 18.51.1 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. : 15 mm nominal bore Each 531.60 32.00 17011.00

29.00 18.22.2 Providing and fixing C.P. brass Shower rose with 15 or 20 mm inlet : 150 mm diameter Each 94.10 8.00 753.00

30.00 17.10 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 fitting and brackets,cutting and making good the walls whereever required.

17.10.1 kitchen sink with drain board

31.00 18.52.1 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS: 8931 - 15 mm nominal bore Each 588.20 30.00 17646.00

32.00 17.81 Providing and fixing floor mounted white vitreous china single piece each double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fitting and fixtures with seat cover, cistern fitting, nuts, bolts and gasket etc. including making connection with the existing P/S trap, complete all respect as per direction of Engineer-in-charge. Each 13116.50 20.00 262330.00

33.00 18.53.1 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore

18.53.1 15 mm nominal bore Each 512.90 20.00 10258.00

34.00 18.84 Providing & fixing chrome plated brass battery based infrared sensor operated pillar cock, having foam flow technology.

18.84.1 15 mm nominal bore Each 7241.90 35.00 253467.00

35.00 N.S.-40 Providing and fixing towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour KOHLER/ HANSGROHE / GROHE/EQVT 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 2730.00 38.00 103740.00

36.00 N.S.-41 Providing and fixing soap Dish Holder having length of 138mm,breadth 102mm, height of 75mm with concealed fitting arrangements,weighing not less than 106 gms.KOHLER/ HANSGROHE / GROHE/EQVT Each 2700.00 5.00 13500.00

37.00 N.S.-42 Providing and fixing 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.KOHLER/ HANSGROHE / GROHE/EQVT Each 2560.00 38.00 97280.00

38.00 N.S.-43 Providing and fixing 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. KOHLER/ HANSGROHE / GROHE/EQVT Each 3400.00 38.00 129200.00

39.00 N.S.-44 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings KOHLER/ HANSGROHE / GROHE/EQVT Each 12320.00 3.00 36960.00

40.00 8.10 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 6mm nominal size) as per direction of Engineer-in-Charge.

8.10.1 White Agaria Marble Stone sqm 3094.70 27.00 83557.00

TOTAL FOR SANITARYWARE & C.P FITTINGS = 2276279.00

S.H. - II : SOIL, WASTE , VENT WATER PIPES

41.00 R.A. (P-1.40) N.S.-40 Providing and fixing sound insulated pp piping system as per EN 12056 Part 1-5 with 3 layer pipe made ofUPVC + Blue core minaralized UPVC +UPVC, push-fit type, food safe, having high impact and stiffness, offering sound levels of not more than 10 dBA at a flow rate of 2 l/s and having pipe ring stiffness as per 1S0/DIS 9969 and tightness as per EN 1277/B and C and DIN 19560, with all necessary fittings , fitted with factory fitted lip ring .

a) Silent Plus 110 mm dia Pipes Mtr. 1066.00 150.00 159900.00

42 R.A. (P-1.41) N.S.-41 Providing and fixing sound insulated pp piping system as per EN 12056 Part 1-5 with 3 layer pipe made ofUPVC + Blue core minaralized UPVC +UPVC, push-fit type, food safe, having high impact and stiffness, offering sound levels of not more than 10 dBA at a flow rate of 2 l/s and having pipe ring stiffness as per 1S0/DIS 9969 and tightness as per EN 1277/B and C and DIN 19560, with all necessary fittings , fitted with factory fitted lip ring . (For Indirect waste/ Wash Basin/Urinal/Sink/Floor Drain )

a) Silent Plus 50/75 mm OD Pipes Mtr. 576.00 95.00 54720.00

43 R.A. (P-1.42) N.S.-42 Providing and fixing Floor Trap with minimum 50mm water seal with rubber seal on inlet to push fit hopper for indirect waste connections .

a) 110 mm inlet & 110 mm outlet Long ht Each 2177.00 90.00 195930.00

44 R.A. (P-1.43) N.S.-43 Providing and fixing 110 x 50mm Floor Drain / Plain Floor trap & Balcony Drain complete in all respects. Each 491.00 112.00 54992.00

45 19.2 Providing and laying cement concrete 1:5:10 (1 cement :5 coarse sand : 10 graded stone aggregate, 40 mm nominal size) all around soil and waste pipes including bed concrete as per standard design: -

46 R.A. (P-1.44) N.S.-44 Providing and fixing clean out cap plug (FCO ) for cleaning of same material. ( POLO KAL NG)

a) PP 110 mm dia Pipes Each 1332.00 40.00 53280.00

47 R.A. (P-1.45) N.S.-45 Providing and fixing PP clean out piece with all necessary fittings , fitted with factory fitted lip ring .material.

a) PP 110 mm dia Pipes Each 1557.00 45.00 70065.00

48 17.77 Providing and fixing M.S. holder bat clamp of approved design to sand cast iron/ cast iron (spun) pipes comprising of M.S. flat brackets made of 50x5 mm flat of specified shape, projecting 75 mm outside the wall surface and fixed on wall with 4nos, 6mm dia expansion hold fasteners, including drilling necessary holes in brick wall/ CC/ RCC surface and the cost of bolts etc. The pipes shall be fixed to the already fixed brackets with the help of 30 mm x1.6 mm galvanised M.S. flats of specified shape and of total length 420 mm and shall be fixed with M.S. nuts, bolts, & washers of size 25x6 mm, one bolts on each side of the pipe.

17.77.3 Total bracket length 1040 mm of approved shape and design (for three 100 mm dia pipes) Each 278.30 95.00 26439.00

49 R.A. (P-1.46) N.S.-46 Providing, fixing and testing of PP multitrap including jointing with solvent cement and making good the walls, floors etc., complete of nominal size.

50 R.A. (P-1.47) N.S.-47 Providing, fixing of PP Mexi vent making good the walls, floors etc., complete of nominal size.

51 18.58. Providing and fixing PTMT grating of approved quality and colour.

18.58.1 Circular type

18.58.1.2 125 mm nominal dia with 25 mm waste hole. Each 49.90 176.00 8782.00

52 12.78 Providing and fixing on wall face unplaqsticised- PVC rain water pipes confirming to IS: 13592 TYPE A, including jointing with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.

12.78.1 75 mm diameter pipe Mtr. 147.40 85.00 12529.00

12.78.2 110 mm diameter pipe Mtr. 238.30 95.00 22639.00

53 12.79 Providing and fixing on wall face unplaqsticised- PVC moulded fitting/ accessories for unplaqsticised- PVC rain water pipes confirming to IS: 13592 TYPE A,including jointing with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.

a) 12.79.1 Coupler

b) 12.79.4 Single Tee without door

c) 12.79.5 Bend 87.5 degree

d) 12.79.6 Shoe(Plain)

54 12.80 Providing and fixing unplasticised PVC pipe clips of approved design to unplasticised PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with MS 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 complet.

55 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15cm diameter and weighing not less than 440grams Each 44.90 26.00 1167.00

56 12.39 Making khurras 45x45 cm. with average minimum thickness of 55 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) over PVC sheet1mx1mx400 micron, finished with12 mm cement plaster1:3 (1 cement : 3 fine sand) and a coat of neat cement, roundingthe edges and making and finishingthe outlet complete Each 172.30 15.00 2585.00

57 2.1 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, anddressing of sides, ramming of bottoms, depth up to 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 consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed,within a lead of 50 m :

2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia Each 326.40 154.00 50266.00

58 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W./RCC pipes including bed concrete as per standard design:

59 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 :

19.1.2 150 mm diameter Metre 315.40 75.00 23655.00

19.1.3 200 mm diameter Metre 413.10 85.00 35114.00

60 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C pipes jointed withh stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete

61 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete withh C.I. grating brick masonry chamber withh water tight C.I. cover withh frame o f 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:

19.4.1.1 100x100 mm size P type withh common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 1504.40 46.00 69202.00

62 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) withh R.C.C. top slab withh 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick withh cement mortar 1:3 (1 cement : 3 coarse sand) finished withh floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished withh a floating coat of neat cement complete as per standard design :

19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover withh 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 Withh common burnt clay F.P.S. (non-modular ) bricks of class designation 7.5 Each 7660.80 42.00 321754.00

63 19.8 Extra for depth for manholes :

19.8.1 Size 90x80 cm

19.8.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Metre 5635.50 12.60 71007.00

64 19.28 Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design :

19.28.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 4115.30 35.00 144036.00

65 19.29 Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame and vertical grating complete as per standard design :

19.29.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 6870.80 6.00 41225.00

TOTAL FOR SOIL, WASTE, VENT WATER PIPES = 2034938.00

S.H. -III: EXTERNAL WATER SUPPLY

DRINKING WATER TUBE-WELL & P.V.C SINTEX TANK

66.00 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

67.00 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

68.00 24.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing pipe of required dia, confirming to IS 12818, including required hire and labour charges, fitting & accessories etc all complete, for all depths, as per direction of Engineer-in-charge.

24.3.1 100 mm nominal size dia Metre 309.90 180.00 55782.00

24.3.2 150 mm nominal size dia Metre 612.80 120.00 73536.00

69.00 24.4 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well screen ( RMS ) pipes with ribs, confirming to IS 12818, including hire and labour charges, fitting & accessories etc all complete, for all depths, as per direction of Engineer-in-charge.

24.4.1 100 mm nominal size dia Metre 479.50 180.00 86310.00

70.00 24.8 Gravel packing in tubewell construction in accordance with IS 4097, including providing gravel fine/medium/coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in - charge. Cum 1225.10 12.00 14701.00

71.00 24.9 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000x450x50 mm, reinforced with 8 mm dia four nos longitudinal and 9 nos cross sectional T.M.T hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S flats of size 50 x 1.6 mm complete as per direction of Engineer- in - charge. Each 1032.30 4.00 4129.00

72.00 24.12 Development of tube well in accordance with IS 2800 to establish maximum rate of usable water yield without sand content with required capacity air compressor running the compressor for required time till well is fully developed, measuring yield of well by V notch method, measuring static level and draw down etc. by step draw down method, collecting water samples and getting tested in approved laboratory all complete including hire and labour charges of air compressor, tools and accessories etc., all as per requirement and direction of Engineer- in - charge. Hour 594.60 16.00 9514.00

73.00 24.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe, removable as per requirement, all complete for borewell of.

74.00 24.14 Providing and fixing M.S clamp of required dia to the top of casing/housing pipe of tubewell as per IS 2800 including necessary bolts and nuts of required size complete.

75.00 24.15 Providing and fixing bail plug/bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS 2800 PART I.

76.00 R.A. (P-1.48) N.S.-48 Providing and fixing of 5 HP Submersible Pump with panel, cover and clamp.CROMPTON/EQV. Make Each 38912.00 2.00 77824.00

Total For External Water Supply = 449352.00

S.H -IV: INTERNAL WATER SUPPLY

77.00 18.10 Providing & fixing GI pipes complete with GI fittings and clamps, including cutting & making good the walls etc.

Internal work- Exposed on wall

a) 18.10.2 20mm nominal bore Metre 215.90 110.00 23749.00

b) 18.10.3 25mm nominal bore Metre 239.00 197.00 47083.00

c) 18.10.4 32mm nominal bore Metre 300.10 300.00 90030.00

c) 18.10.5 40mm nominal bore Metre 383.30 160.60 61558.00

d) 18.10.6 50mm nominal bore Metre 458.40 150.00 68760.00

e) R.A. (P-1.49) N.S.-49 65mm nominal bore Metre 1273.00 300.00 381900.00

78.00 18.8 Providing and fixing chlorinated poly vinyl chloride (CPVC) pipes hyaving thermal stability for hot &coldwater supply, including all CPVC plain & brass threaded fitting, including fixing the pipewith clampsat 1 m spacing. This includesjointing of pipes &fittingwith one step CPVC solvent cement and cost ofcutting chases and making good the same including testing ofjoints complete as per direction of Engineer in Charge.

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

a) 18.8.1 15mm nominal outer dia. Pipes. Metre 214.30 210.00 45003.00

b) 18.8.2 20mm nominal outer dia. Pipes. Metre 255.70 215.00 54976.00

c) 18.8.3 25mm nominal outer dia. Pipes. Metre 308.00 160.00 49280.00

d) 18.8.4 32mm nominal outer dia. Pipes. Metre 393.00 150.00 58950.00

79.00 18.9 Providing and fixing chlorinated poly vinyl chloride (CPVC) pipes hyaving thermal stability for hot &col dwater supply, including all CPVC plain & brass threaded fitting, including fixing the pipe with clampsat 1 m spacing. This includes jointing of pipes &fitting with one step CPVC solvent cement, refilling and testing of joints complete as per direction of Engineer in Charge.

a) 18.9.5 40 mm nominal outer dia. Pipes. Metre 323.50 110.00 35585.00

b) 18.9.6 50 mm nominal outer dia. Pipes. Metre 498.30 120.00 59796.00

80.00 18.16 Providing & fixing brass stop cock of approved quality .

18.16.1 15 mm nominal bore Each 280.90 110.00 30899.00

18.16.2 20 mm nominal bore Each 303.00 110.00 33330.00

81.00 18.17 Providing and fixing gunmetal gate valve withCI wheel of approved quality (Screwed end)

a) 18.17.1 25mm nominal bore Each 461.80 10.00 4618.00

b) 18.17.2 32mm nominal bore Each 540.00 36.00 19440.00

c) 18.17.3 40mm nominal bore Each 630.30 25.00 15758.00

d) 18.17.4 50mm nominal bore Each 926.20 20.00 18524.00

e) 18.17.5 65mm nominal bore Each 1383.70 20.00 27674.00

82.00 18.18 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete.

18.18.1 15mm nominal bore Each 313.50 20.00 6270.00

18.18.2 20mm nominal bore Each 357.40 20.00 7148.00

83.00 18.38 Painting GI pipes and fittings with synthetic enamel paint over a ready mixed priming coat, both of approved quality for new work.

a) 18.38.2 20mm nominal bore Metre 11.50 110.00 1265.00

b) 18.38.3 25mm nominal bore Metre 15.30 197.00 3014.00

c) 18.38.4 32mm nominal bore Metre 17.90 300.00 5370.00

d) 18.38.5 40mm nominal bore Metre 21.40 160.60 3437.00

e) 18.38.6 50mm nominal bore Metre 25.00 150.00 3750.00

84.00 18.62 Providing and fixing PTMT ball cock of approved quality, colour and make complete with epoxy coated aluminium rod with L.P./H.P.H.D. plastic ball.

18.62.3 25mm nominal bore, 152mm long, weighing not less than 440gms. Each 451.20 6.00 2707.00

85.00 18.13 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :

18.13.1 25 to 40 mm nominal bore Each 338.40 50.00 16920.00

18.13.2 50 to 80 mm nominal bore Each 711.50 50.00 35575.00

86.00 18.46 Providing and fixing G.I. Union heavy class in G.I. Pipe including cutting and threading the pipe and making long screws etc. complete (new work)

18.46.2 20mm dia nominal bore Each 155.20 25.00 3880.00

18.46.3 25mm dia nominal bore Each 192.60 10.00 1926.00

18.46.4 32mm dia nominal bore Each 230.00 30.00 6900.00

18.46.5 40mm dia nominal bore Each 292.20 12.00 3506.00

18.46.6 50 mm dia nominal bore Each 374.20 15.00 5613.00

18.46.7 65 mm dia nominal bore Each 623.30 15.00 9350.00

87.00 18.32.1 Constructing masonry Chamber 30x30x60 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 :

With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 1129.40 10.00 11294.00

88.00 18.41 Providing and filling sand of grading zone V or coarser grade alround the GI pipes in external work.

18.41.6 50 mm dia nominal bore Metre 18.80 100.00 1880.00

89.00 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Ltr 7.90 10000.00 79000.00

90.00 18.37 Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside)with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary xcavation, 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 :

18.37.1 With common burnt clay F.P.S.(non modular) bricks of class designation 100A Each 6211.70 12.00 74540.00

TOTAL FOR INTERNAL WATER SUPPLY WORK = 1410258.00

TOTAL FOR PHE WORK= 6170827.00

Bihar State Building Construction Corporation Limited

PROJECT:PROPOSED CONSTRUCTION OF REGIONAL OFFICE FOR BIHAR STATE POLLUTION BOARD AT PURNIA.

S.N SOR-2018 PARTICULAR NO. LENTH WIDTH HEIGHT QNTY. UNIT RATE AMOUNT

1 2.6 Earth work excavation in foundation. Recharge pit 2 3.14 0.25 1.7 1.7 1.5 6.81

2.6.1 All kinds of soil sum 8.25 cum 314.19 2,591.00

2 2.18 Closed timbering over Area

2.18.2 depth exceeding 1.5m apart 2 3.14 0.7 0.7 0.5 1.54 sqm 115.20 177.00

3 2.28 Supplaying and filling Local Sand do - do all complet job

4 11.72 Providing B/F soling do - do all complet job.

Recharge Pit 2 3.14 1.45 0.25 2.28

Chamber 2 1.2 1.2 2.88

5 4.1.3 Providing P.C.C (1:2:4) do - do all complet job

6 5.1.2 Providing R.C.C M-20 (1:1:5:3) do - do all complet job

7 6.1.14C Brick work with fly ash bricks in foundations and plinth in1:6 in foundation ……………all complite job.

8 13.17.1 Providing & laying 12mm cement plaster 1:3 with punning

Recharge Pit 2 3.14 1.7 0.375 4.004

9 5.22.7A Pod. 8mm steel reinforcement for rcc work 2 25 50.000 kg 70.60 3,530.00

10 Carriage of Materials

(ii) Coarse Sand 210 Km 1.937 cum 715.79 1,387.00

(iii)Stone Chips 250 Km 1.415 cum 2,344.72 3,318.00

(iv) Local Sand(1+2km) 1.346 cum 232.76 313.00

Difference in cost

Materials Stetment

Sl. Item of Work Qty Unit Cement Coarse Sand Stone Chips Local Sand Red Bricks

1 Local Sand 1.346 cum 1.346

2 B/F SOLING 5.157 sqm 165

5 Brick Work cm(1:6) 4.555 cum 0.32 1.23 2250

BSBCCL BSBCCL BSBCCL

KISHANGANJ PURNEA PURNEA

Bihar State Building Construction Carporation Ltd.

PROJECT : CONSTRUCTION OF ICCC BUILDING UNDER PATNA SMART CITY PROJECT AT PATNA (DIST. - PATNA)

Bill of Quantity

Sl. No. SR.Code. SOR-16 Description of Work Unit Building P.H.E R.W.H Septic Tank Total Rate (Rs.) Amount (Rs.)

Qty Qty Qty Qty Qty

1 2.32 Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 100 sqm #REF! #REF! 654.70 #REF!

2 2.29 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m 0.000

(i) 2.29.1 All kinds of soil. 100 sqm #REF! #REF! 1272.50 #REF!

3 20.2 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 0.000

4 20.3 Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load 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) : 0.000

(i) 20.3.4 550 mm dia piles Metre 0.000 0.00

5 20.6 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform 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. 0.000

20.6.1 Single pile upto 50 tonne capacity 0.000

(i) 20.6.1.1 Initial test Per test 0.000 0.00

(i) 20.6.1.2 Routine test Per test 0.000 0.00

6 20.9 Intergity testing of pile using low strain/Sonic intergity test Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. 0.000

Note :- The inclusion of the above item in the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project. Per test 0.000 0.00

7 2.6 Earth work in excavation over areas ( exceeding30 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 belevelledand neatly dressed. 0.000

(i) 2.6.1 All kinds of soil. cum #REF! 8.25 #REF! 314.90 #REF!

8 2.8. Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 0.000

(i) 2.8.1 All Kinds of soil 0.000 0.00

9 2.27 Extra for every additional lift of 1.5m or part thereof in: 0.000

(i) 2.27.1 All kinds of soil cum 0.000 46.30 0.00

10 2.18 Close timbering over areas including strutting, shoring and packing, cavities (wherever required) etc. complete. (Measurement to be taken of the face area timbered): 0.000 0.00

(i) 2.18.2 Depth exceeding 1.5m but not exceeding 3m. cum 1.54 #REF! #REF! 115.20 #REF!

(ii) 2.18.3 Depth exceeding 3m but not exceeding 4.5 m cum 0.000 0.00

11 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 #REF! #REF! 116.50 #REF!

12 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum #REF! 1.35 #REF! #REF! 281.40 #REF!

13 24.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Cum 0.000 0.00

14 24.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Cum 0.000 0.00

15 24.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge. Cum 0.000 0.00

16 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Cum 0.000 0.00

17 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, but excluding carriage cost of bricks & sand. sqm #REF! 5.16 #REF! #REF! 285.20 #REF!

18 11.73 Providing designation 100A one brick on edge soiling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l sqm 0.000 0.00

19 11.3 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete 0.000 0.00

11.3.1 40 mm thick with 20 mm nominal size stone aggregate sqm 0.000 0.00

20 16.3 Supplying and stacking at site. 0.000 0.00

(i) 16.3.9 Good earth cum 0.000 0.00

21 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 0.000 0.00

(i) 4.1.3 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cum 0.63 #REF! #REF! 3953.40 #REF!

(ii) 4.1.5 1:3:6(1 Cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) cum #REF! #REF! 3387.10 #REF!

(iii) 4.1.6 1:3:6(1 Cement: 3 coarse sand:6 graded stone aggregate 40 mm nominal size) cum 0.000 0.00

22 4.12 Extra for Providing and mixing water proofing material in cement concrete work in the proportion recommended by the manufactures Per 50Kg Cement #REF! #REF! 56.57 #REF!

23 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level 0.000 0.00

(i) 5.1.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 0.97 0.969 4630.90 4,487.00

24 5.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement. 0.000 0.00

(i) 5.2.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) 0.000 0.00

25 5.33 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and including retard setting of concrete, improve workability without impairing strength andadmixtures in recommended proportions as per IS: 9103 to accelerate,reinforcement,durability as per direction of Engineer-in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. 0.000 0.00

(i) 5.33.1 All works up to plinth level cum #REF! #REF! 4952.60 #REF!

(ii) 5.33.2 All work above Plinth level upto floor V Level. cum #REF! #REF! 5704.70 #REF!

26 5.31 Extra for laying reinforced cement concrete in or under water and/or liquid mud including cost orpumping orbailing outwaterandremoving slushetc. complete.(Rate same as per item No, 4.29) Note:- The quantity will be calculated by multiplying the depth measured from the subsoil water level upto the centre of gravity of the R.C.C. under subsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. Thedepthof centreof gravity shall bereconedcorrect to 0.1 m. 0.05 m or more shall be takenas 0.1 and lessthan 0.05 m ignored.No extra payment shall be made for placing reinforcement or centering & shuttering under subsoil water conditions. cum 0.000 0.00

27 5.33A Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete 0.000 0.00

(i) 5.33A.2.2 Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. cum #REF! #REF! 5553.60 #REF!

28 5.33B Add or deduct for providing richer or leaner mixes respectively at all floor levels 0.000 0.00

(i) 5.33B.1 Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. cum #REF! #REF! 165.30 #REF!

29 11.79 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweepingextra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge: 0.000 0.00

(i) 11.79.1 (a) 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern. sqm 0.000 0.00

30 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete 0.000 0.00

(i) 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. kg #REF! 50.00 #REF! #REF! 70.60 #REF!

(ii) 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. kg #REF! #REF! #REF! 69.20 #REF!

(iii) 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. kg #REF! #REF! #REF! 67.60 #REF!

(iv) 5.22.7D Thermo-Mechanically Treated bars TMT Fe-500-I6mrn dia kg #REF! #REF! 68.50 #REF!

(v) 5.22.7E Thermo-Mechanically Treated bars TMT Fe-500-20mm dia kg #REF! #REF! 68.50 #REF!

(vi) 5.22.7F Thermo-Mechanically Treated bars TMT Fe-500-25rnm dia. kg 0.000 0.00

31 5.9 Centring and shuttering including strutting,propping etc. and removal of form for 0.000 0.00

(i) 5.9.1 Foundations, footings, bases of columns etc. for mass concrete sqm #REF! #REF! 203.00 #REF!

(ii) 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. sqm 0.000 0.00

(ii) 5.9.3 Suspended floors, roots, landings, balcnies and access platform sqm #REF! #REF! 412.20 #REF!

(iii) 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers sqm #REF! #REF! #REF! 362.90 #REF!

(iv) 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts sqm #REF! #REF! 470.60 #REF!

(v) 5.9.7 Stairs,(excluding landings) except spiral-staircaces sqm #REF! #REF! 424.60 #REF!

(vi) 5.9.16 Edges of slabs and breaks in floors and walis 0.000 0.00

5.9.16.1 Under 20 cms wide Metre 0.000 0.00

(viii) 5.9.19 Weather shade,Chajjas, corbels etc. including edges sqm 0.000 0.00

32 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : 0.000 0.00

(i) 6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) cum #REF! 4.55 #REF! 4853.80 #REF!

(ii) 6.1.12C Cement mortar 1:4 (1 cement: 4 coarse sand ) cum #REF! #REF! #REF! 5048.30 #REF!

33 6.3C Extra tor Brick work in superstructure above plinth level upto floor V cum cum #REF! #REF! 791.80 #REF!

34 13.11 Cement plaster in course sand 12 mm cement plaster of mix 0.000 0.00

(i) 13.11.4 1:6(1 cement: 6 coarse sand) sqm #REF! #REF! 134.50 #REF!

35 13.12 15 mm cement plaster on rough side of single or half brick wall of mix. 0.000 0.00

(i) 13.12.2 1:4 (1 cement: 4 coarse sand) sqm #REF! #REF! #REF! 168.00 #REF!

(i) 13.12.4 1:6 (1 cement: 6 coarse sand) sqm 0.000 0.00

13.17.1 Providing & laying 12mm cement plaster 1:3 with punning sqm 16.00 16.004 195.10 3,122.00

36 13.18 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall sqm 0.000 0.00

37 13.24 6 mm cement plaster to ceiling of mix : 0.000 0.00

(i) 13.24.2 6 mm cement plaster to ceiling of mix 1:4(1 cement: 4 coarse sand) sqm #REF! #REF! 119.10 #REF!

38 13.18 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall. sqm #REF! #REF! 219.90 #REF!

39 13.26 Neat cement punning sqm 0.000 0.00

40 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. sqm #REF! #REF! 797.50 #REF!

41 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness sqm 799.40 o be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown, laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete. sqm #REF! #REF! 712.20 #REF!

42 8.13 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 0.000 0.00

(i) 8.13.1 Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. sqm #REF! #REF! 3273.30 #REF!

43 8.3 Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 0.000 0.00

(i) 8.3.2 Granite Work Metre #REF! #REF! 249.30 #REF!

44 11.20 Chequerred precast cement concrete tiles 22 mm thick with marbie chips of size 6 mm in footpath & coutyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning tec. Complete on 20 mm thick bed of cement mortar 1:4(1 cement:4 coarse sand) 0.000 0.00

(i) 11.20.1 Light shade using white cement sqm 0.000 0.00

45 11.46 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. 0.000 0.00

(i) 11.46.2 Size of Tile 600 x 600 mm sqm #REF! #REF! 1309.50 #REF!

46 11.47 Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). 0.000 0.00

(i) 11.47.2 Size of Tile 600 x 600 mm. sqm #REF! #REF! 1443.70 #REF!

47 13.72 White washing with whiting to give an even shade : 0.000 0.00

(i) 13.72.1 New work (three or more coats) sqm #REF! #REF! 17.00 #REF!

48 13.78 Applying one coat of cement primer of approved brand andmanufacture on wall surface 0.000 0.00

(i) 13.78.1 Cement primer sqm #REF! #REF! 36.70 #REF!

49 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 0.000 0.00

(i) 13.79.1 New work (three or more coats) sqm 0.000 0.00

50 13.80A.1 Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete sqm #REF! #REF! 77.70 #REF!

51 13.77A Distempering with 1st quality washable distemper (ready made ) of approved manufacturer and of required shade and colour complete. As per manufacture's specifications 0.000 0.00

(i) 13.77A.1 Two or more coats on new work sqm #REF! #REF! 53.80 #REF!

52 13.93 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: 0.000 0.00

(i) 13.93.1 Two or more coats on new work sqm #REF! #REF! 80.30 #REF!

53 10.5 Providing and fixing in position collapsible steel shutters with vertical channes 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6 mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer. sqm 0.000 0.00

54 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position andapplying a priming coat of approved steel primer using structural steel, etc. as required 0.000 0.00

(i) 10.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works Kg 0.000 0.00

55 10.7 Providing and fixing 1 mm M.S sheet door frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer 0.000 0.00

(i) 10.7.1 Using flats 30x6 mm for diagonal braces and central cross piece sqm 0.000 0.00

56 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. includingpriming coat with approved steel primer all complete. 0.000 0.00

(i) 9.48.1 Fixed to steel windows by welding Kg 0.000 0.00

57 21.17 Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineerin-charge. (Only weight of grill to be easured for payment). Kg 0.000 0.00

58 9.147B 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 fusionweldedatall corners,mullion(ifrequired)shallbe alsofusion welded includingdrillingof holesfor fixinghardware's anddrainage of water etc. After fixingframe the gap betweenframe and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of requiredsize and of approvedquality,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, sashandmullionextrudedprofilesminus5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. 0.000 0.00

(i) 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 0.000 0.00

59 9.147C Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handleon each side of panelsalongwith zincplated mild steelmultipoint locking having transmissiongear, cylinder with keeps and one side key, G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws, etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, 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 finishedwallshallbe filledwithweatherproof siliconsealentover 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 sealent 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. 0.000 0.00

(i) 9.147C.1 Casement door with 3D hinges made of (big series) frame 67 x64 mm & sash67 x 110 mm bothhavingwallthickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door upto 2.00 sqm) sqm 0.000 0.00

60 9.147E Providing and fixing factory made uPVC white colour sliding glazed window above 1.50 m in height dimension comprising of uPVC multichambered frame with in-builtroller track and sash extrudedprofiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads, uPVC extruded interlocks and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handleononesideof extremepanelalongwithzincplatedmild steelmulti point locking having transmission gear with keeps, zinc alloy (white powder coated) touch lock with hook (if required for wire mesh panel), stainlesssteel (SS 304 grade) body with adjustable double nylon rollers (weightbearingcapacityto be 120 kg), G.Ifasteners100 x 8 mm sizefor fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixingframe thegapbetweenframe andadjacentfinished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge.(Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Note: For uPVC frame and sash extrudedprofiles minus5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. 0.000 0.00

(i) 9.147E.1 Two track two panels slidingwindow made of (big series) frame 67 x 50 mm & sash 46 x 62 mm both having wall thicknessof 2.3 ± 0.2 mm and singleglazingbead / double glazing bead of appropriate dimension. (Area of window above 2.50 sqm upto 4.00 sqm.) sqm 0.000 0.00

61 10.38 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows all complete with 0.000 0.00

(i) 10.38.2 5.5 mm thick glass panes. sqm 0.000 0.00

62 9.136 Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out of 16 SWG G.I.sheet(zinccoatingnotless than120gm/sqm)duly filled with vermuculite based concrete mix,suitable for mounting60 minutes fire rated door shutters.The frame is fitted with intumuscentfire seal strip of size 10x4 mm (minimum)alroundthe frame and fixing with dash fastener of approved size and make, including applyinga coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in-charge (Dash fastener to be paid for separately). Metre 0.000 0.00

63 9.138 Providing and fixing glazing in fire resistant door shutters, fixed panels, ventilatorsand partitionsetc.,with G.I. beading of appropriate size, made out of 20 SWG G.I.sheet (zinc coating not less than 120 gm/m2), fire resistant sealant, including applying a coat of approved fire resistant primer on G.I. beading etc., complete all as per direction of Engineer-incharge. 0.000 0.00

(i) 9.138.1 With clear fire resistant glass panes 6 mm thick of approved brand, having minimum 60 minutes fire resistance sqm 0.000 0.00

64 9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wroughtframed andfixedinpositionwithholdfast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately) 0.000 0.00

65 9.21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type,core of block board construction with frame of 1 st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 0.000 0.00

(i) 9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws sqm 0.00 0.000 1674.30 0.00

66 9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (overall area of door shutter to be measured) sqm 0.00 0.000 401.40 0.00

67 9.24 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glas excluded) 0.000 0.00

(i) 9.24.1 Rectangular or Square sqm 0.00 0.000 173.90 0.00

68 9.7 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shuttersfor doors, windows and clerestorywindows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: 0.000 0.00

(i) 9.7.7 Float glass panes. 0.000 0.00

(ii) 9.7.7.2 5.5 mm thick glass pane. sqm 0.00 0.000 1505.60 0.00

69 21.18 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). sqm 0.000 0.00

70 AR in hazz bhawan Providing and fixing SS pull handles anodised transparent or dyed to required colour and shade with necessary screws etc. complete: (30mm dia) sqm 0.00 0.000 0.00

71 AR in hazz bhawan Providing and fixing Glass To Glass lock necessary Screws etc... Complete sqm 0.00 0.000 0.00

72 12.45 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixedto wall/partition with the help of rawl plugs at 450 mm centre,with 25 mm long dry wall screws@ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screwsof size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutoutsmade with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with 0.000 0.00

(i) 12.45.4 Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-in-charge and as per manufacturer’s specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60. sqm 0.000 0.00

73 12.53X Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main ‘T’runnersuitably spacedat joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centreto centreto form a grid of 1200x600mm and secondarycross ‘T’of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge sqm 0.000 0.00

74 AR in BSBCCL Providing and fixing zebra blinds for window,do - do all complite job sqm 0.000 0.00

75 21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / aneling,C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 0.000 0.00

21.1.1 For fixed portion 0.000 0.00

21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) Kg #REF! #REF! 414.70 #REF!

76 21.8 Filling the gap in between aluminium frame & adjacent RCC/ Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. 0.000 0.00

(i) 21.8.1 Upto 5mm depth and 5 mm width Metre #REF! #REF! 79.50 #REF!

77 9.88 Providing and fixing chromium plated 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 #REF! #REF! 726.80 #REF!

78 10.18 Providing and fixing Circular/Hexagonal cast ironor M.S Sheet box for Ceilling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. Each #REF! #REF! 139.10 #REF!

79 10.5 Providing and fixing in position collapsible steel shutter with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer. sqm 0.000 0.00

80 13.81 Applying priming coat: 0.000 0.00

(i) 13.81.3 With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works sqm 0.000 0.00

81 13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: 0.000 0.00

(i) 13.82.1 New steel work (two or more coats) sqm 0.000 0.00

82 13.94 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 0.000 0.00

(i) 13.94.1 Two or more coats on new work over an under coat of suitable shade with ordinary pain+ of approved brand and manufacture sqm 0.000 0.00

83 13.116 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. Metre 0.000 0.00

84 5.45 Providing and fixing of expansion joint system related with wall joint (internal /external) location as per drawings and direction of Engineer-In- Charge. 0.000 0.00

(i) 5.45.1 Wall Joint of 100 mm gap. Metre 0.000 0.00

85 10.33 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approved steel primer 0.000 0.00

(i) 10.33.1 MS tube (medium) 40mm nominal bore Kg #REF! #REF! 115.80 #REF!

86 9.96 Providing and fixing aluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete: 0.000 0.00

(i) 9.96.1 300x16 mm Each #REF! #REF! 233.70 #REF!

87 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coatingnot lessthangrade AC 10 as per IS : 1868 ), transparentor dyed to required colour or shade, with necessary screws etc. complete: 0.000 0.00

(i) 9.97.1 300x10 mm Each #REF! #REF! 111.00 #REF!

(ii) 9.97.2 250x10 mm Each #REF! #REF! 97.70 #REF!

88 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coatingnotlessthangradeAC 10 asperIS: 1868)transparentor dyedto required colour or shade, with necessary screws etc. complete: 0.000 0.00

(i) 9.100.1 125 mm Each #REF! #REF! 56.80 #REF!

89 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparentor dyed to requiredcolour and shade,with necessaryscrews etc. complete. 0.000 0.00

(i) 9.101.2 Twin rubber stopper Each #REF! #REF! 60.60 #REF!

90 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and metre #REF! #REF! 1082.80 #REF!

91 12.39 Making Khurras 45 x 45 cm with average minimum thickness of 5cm 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 complet Each #REF! #REF! 178.00 #REF!

92 11.76 Providing average 150mm thick dry rammed khoa between to 112mm (compacted with water) made of well burnt or jhama bricks including ramming properly till compacted thickness is achieved, curing and carriage of water with all leads, making proper slope and blinding the top with cement mortar (1: 10) all complete as per building specification and direction of E/l sqm #REF! #REF! 391.20 #REF!

93 19.19 Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality. 0.000 0.00

19.19.2.1 Square shape 450 mm internal diameter Each 0.000 0.00

19.19.4.1 Circular shape 560 mm internal diameter Each #REF! #REF! 1386.40 #REF!

94 19.15 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal\ size) as per standard design 0.000 0.00

(i) 19.15.2 With 20 mm diameter round bar Each #REF! #REF! 241.20 #REF!

95 19.18 Supplying and fixing C.I. cover without frame for manholes : 0.000 0.00

(i) 19.18.2 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg Each 2.00 2.000 3159.40 6,319.00

96 19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 0.000 0.00

(i) 19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each #REF! #REF! 33640.10 #REF!

97 22.3 Providing and laying water proofing treatment to vertical & horizontal surfaces of depressed portions of W.C. kitchen and the like consisting of: (i) 1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming tc IS 2645 in recommended proportions.(ii) 11 nd course of 20 mm cement plaster 1:3 (1 cement:3 coarse sand)mixed with water proofing compound in recommended proportion, (iii) Illrd course of applying blown or/residual bitumen aplied hot at 1.7 kg. per sqm of area, (iv) Ivth 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/sqni). sqm #REF! #REF! 458.80 #REF!

98 22.20 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/ sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using ButaneTorch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5 cm. Tearstrength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane. 0.000 0.00

(i) 22.20.1 3 mm thick sqm #REF! #REF! 456.20 #REF!

99 12.56X Providing and laying roof insulation with 40 mm thick impervious sprayedclosed cell free Rigid Polyurethane foam over deck insulation conforming to IS - 12432 Pt. III (density of foam being 40-45 kg/ cum), over a coat of polyurethane primer applied @ 6-8 sqm per litre, laying 400 G polythenesheet over PUF spray and providing a wearing course of 40 mm thick cement screed 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) in chequeredrough finish, in panels of 2.5 m x 2.5 m and embedding with 24 G wire netting and sealing the joints with polymerized mastic, all complete as per direction of Engineer-in-Charge. sqm #REF! #REF! 1402.50 #REF!

100 22.21 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100%polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. sqm #REF! #REF! 83.90 #REF!

101 26A.2 Desining, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including 0.000 0.00

a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cumsmoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: 0.000 0.00

b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. 0.000 0.00

c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture,as per the approved sealant design, within and all around the perimeter for holding glass. 0.000 0.00

d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight 0.000 0.00

e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-incharge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified,as per the approved shop drawings and as directed by the Engineerin-Charge. 0.000 0.00

Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead. However,for the purpose of payment, only the actual area of structural glazing (including width of grooves ) on the external face shall be measured in sqm. up to two decimal places. 0.000 0.00

Note:-2. The following performance test are to be conducted onstructural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by BL(National Accreditation Boardfor Testing and Calibration boratories), Department of Science &Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NBL Certified laboratories 0.000 0.00

1. Performance Laboratory Test for Air Leakage Test (-50pa to –300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr” 0.000 0.00

2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME-331-09 testing method for a range up to 2000 ml.” 0.000 0.00

3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01-05 testing method for a range upto 2000 ml” 0.000 0.00

4. Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm” 0.000 0.00

5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site 0.000 0.00

6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml” Sqm 0.000 0.00

102 26A.7 Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: 0.000 0.00

a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. 0.000 0.00

b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. 0.000 0.00

c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per pecification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. Sqm 0.000 0.00

103 26A.3 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-inCharge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2)For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating onface # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 0.000 0.00

104 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 imported earth,sludge or manure). cum 0.000 0.00

105 23.3 Supplying and stacking Sludge at site including royalty and carriage (Sludge measusred in stacks will be reduced by 8% for payment). cum 0.000 0.00

106 23.6 Uprooting weeds form the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. 100sqm 0.000 0.00

107 23.7 Fine dressing the ground 100sqm 0.000 0.00

108 22.10 Grassing with 'Doob' grass including watering and maintenanceof 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. 0.000 0.00

(i) 22.10.3 In rows 5 cm apart in either direction. 100sqm 0.000 0.00

109 AR(main Buiding BSBCCL) Supplying of different type of ornamental plant etc. aii complete job as per direction of E/I 0.000 0.00

(i) Cicus Each 0.000 0.00

(ii) Fikus Each 0.000 0.00

(iii) Sampian Pam Each 0.000 0.00

(iv) Cocopit Each 0.000 0.00

110 AR(main Buiding BSBCCL) Supplying of different type of seasonal flower plants etc. all complete job as per specification and direction of E/I Each 0.000 0.00

111 16.91 Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape,made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer- in-Charge. 0.000 0.00

(i) 16.91.1 60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern sqm 0.000 0.00

200 Carriage of materials 0.000 0.00

A Coarse Sand (Lead-40 km) cum #REF! 1.94 #REF! #REF! 715.790 #REF!

B Stone Chips (lead-160Km) cum #REF! 1.42 #REF! #REF! 2344.720 #REF!

C Bricks (lead 7+1 km) Per Thousand #REF! 2415.00 #REF! #REF! 784.141 #REF!

D Extra cost of Bricks as per material statement Per Thousand #REF! 2415.00 #REF! #REF! 1464.650 #REF!

E Cement MT #REF! 3.42 #REF! #REF! 236.950 #REF!

F Carriage cost of local sand cum #REF! 1.35 #REF! #REF! 232.765 #REF!

1.0 Sanitary Fixture 0.000 0.00

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. 0.000 0.00

17.1.1 White vitreous china Orissa pattern WC pan of size 580 x 440mm with intergal type foot rests. each 3 3.000 4251.10 12,753.00

17.3 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required 0.000 0.00

17.3.1 W.C. pan with ISI marked white solid plastic seat and lid each 3 3.000 5395.20 16,186.00

17.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required 0.000 0.00

17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern each 2 2.000 3622.40 7,245.00

17.7 Providing and fixing white vitreous china wash basin with C.I. / M.S. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. 0.000 0.00

17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps each 4 4.000 2538.80 10,155.00

17.9 Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required : 0.000 0.00

17.9.1 White glazed fire clay kitchen sink of size 600x450x250 mm each 2 2.000 2704.70 5,409.00

17.70 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 0.000 0.00

17.70.2 Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms each 4 4.000 348.60 1,394.00

17.31 Providing and fixing 600 x 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers comelete. each 4 4.000 978.90 3,916.00

17.34 Providing and fixing toilet paper holder: 0.000 0.00

17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 0.000 0.00

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 170 gms. each 1 1.000 439.00 439.00

17.35 Providing and fixing soil, waste and vent pipes. 0.000 0.00

17.35.1.2 Centrifugally cast (spun) iron S&S pipe. (1.75 m long) merter 25 25.000 1057.80 26,445.00

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. 0.000 0.00

17.39 Providing and fixing plain bend of required degree. 0.000 0.00

17.39.1.2 Centrifugally cast (spun) iron S & S each 10 10.000 390.70 3,907.00

17.43 Providing and fixing single equal plain junction of required degree with acesses door, insersion rubber washer 3mm thick, bolts and nuts complete. 0.000 0.00

Centrifugally cast (spun) iron S & S each 10 10.000 722.50 7,225.00

17.56 Providing and fixing terminal guard. 0.000 0.00

17.56.1.2 Centrifugally cast (spun) iron S & S each 10 10.000 389.40 3,894.00

17.57 Providing and fixing collar 0.000 0.00

17.57.1.2 Centrifugally cast (spun) iron S & S each 6 6.000 409.50 2,457.00

17.58 Providing lead caulked joints to sand cast iron / centrifugallly cast (spun) iron pipes and fittings of diametre: 0.000 0.00

17.59 Providing and fixing M.S stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of diametre. 0.000 0.00

17.60 Providing and fixing sand cast iron trap of self cleansing design with sand cast iron screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors. 0.000 0.00

17.60.1 100mm inlet and 100mm outlet 0.000 0.00

17.60.1.1 Sand cast iron S&S as per IS: 3989 each 10 10.000 1097.10 10,971.00

17.65 Painting sand cast iron/centrifugally cast (spun) iron soil waste vent pipes and fittings with paint of any colour such as chocolate gray or buff etc. over a coat of primer (of approved quality) for new work. 0.000 0.00

12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 0.000 0.00

12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for therma expansion.(SW) 0.000 0.00

12.79.3 Single tee with door 0.000 0.00

12.79.6 Shoe plain 0.000 0.00

2.0 Internal Water Supply 0.000 0.00

18.12 Providing and fixing G.I. pipe complete with G.I. fittings and clamps, including, cutting and making good the walls etc. (internal work) 0.000 0.00

Exposed on walls 0.000 0.00

18.12.1 15 mm dia nominal bore metre 25 25.000 187.90 4,698.00

18.12.2 20mm dia nominal bore metre 75 75.000 227.50 17,063.00

18.12.3 25mm dia nominal bore metre 75 75.000 303.20 22,740.00

18.12.4 32mm dia nominal bore metre 85 85.000 363.30 30,881.00

18.12.5 40 mm dia nominal bore metre 85 85.000 417.00 35,445.00

18.38 Painting of exposed pipes with two or more coats of synthetic enamel paint of approved quality over a coat of red oxide zinc cromate primer including painting of legends in English with direction arrows. 0.000 0.00

18.38.1 15 mm dia nominal bore metre 25 25.000 11.20 280.00

18.38.2 20mm dia nominal bore metre 75 75.000 13.10 983.00

18.38.3 25mm dia nominal bore metre 75 75.000 17.40 1,305.00

18.38.4 32mm dia nominal bore metre 85 85.000 20.50 1,743.00

18.38.5 40 mm dia nominal bore metre 85 85.000 24.30 2,066.00

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. 0.000 0.00

Concealed work including cutting chases and making good the walls etc. 0.000 0.00

18.8.1 15mm nominal outer dia pipes metre 120 120.000 267.60 32,112.00

18.8.2 20mm nominal outer dia pipes metre 150 150.000 336.10 50,415.00

18.16 Providing and fixing brass stop cock of approved quality : 0.000 0.00

18.13 Making connection of G.I distribution branch with G.I main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete. 0.000 0.00

18.13.1 25 to 40mm nominal bore Each 8 8.000 402.30 3,218.00

18.13.2 50 to 80mm nominal bore Each 8 8.000 1063.10 8,505.00

18.17 Providing and fixing gun metal gate valve with C.I wheel of approved quality (screwed end). 0.000 0.00

18.17.1 25 mm nominal bore Each 8 8.000 497.20 3,978.00

18.17.2 32 mm nominal bore Each 8 8.000 581.30 4,650.00

18.17.3 40 mm nominal bore Each 8 8.000 678.40 5,427.00

18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end). 0.000 0.00

18.19.2 40 mm nominal bore 0.000 0.00

18.48 Providing and placing on terrace (at all floor levels) polythylene water storage 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. Litre 2000 2,000.00 8.80 17,600.00

18.58 Providing and fixing PTMT grating of approved quality and colour. 0.000 0.00

18.58.2 Rectangular type with openable circular lid. 0.000 0.00

18.58.2.1 150mm nominal size square 100mm diameter of the inner hinged round grating. Each 30 30.000 169.00 5,070.00

18.62 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy aluminium rod with L.P / H.P.H.D plastic ball. 0.000 0.00

18.62.4 40mm nominal bore, 206mm long. Weighing not less than 690 gms Each 2 2.000 728.50 1,457.00

18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 0.000 0.00

18.50 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 0.000 0.00

18.53 Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS : 8931 0.000 0.00

18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 0.000 0.00

18.21 Providing and fixing uplasticised PVC connection pipe with brass unions: 0.000 0.00

3.0 Sewerage & Drainage System 0.000 0.00

2.13 Excavating trenches of required width for pipes, cables etc. Including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5M including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cms 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 Hard/dense soil. 0.000 0.00

2.13.1 Ordinary rock : 0.000 0.00

2.13.1.2 Pipes, cables etc, exceeding 80mm dia but not exceeding 300 mm dia Metre 30 30.000 812.20 24,366.00

19.6 Providing, laying Non pressure NP2 class (light duty) RCC Pipes with collars jointed with stiff mixture of cement mortar in the propoertion of 1:2 (1 cement : 2 fine sand) including testing and jointing etc complete. 0.000 0.00

19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 0.000 0.00

19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. 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) : 0.000 0.00

19.7.1.1 With F.P.S. bricks (For Storm water) each 3 3.000 7564.90 22,695.00

19.7.1.2 With F.P.S. bricks (For Sewer) each 3 3.000 7564.90 22,695.00

19.8 Extra for depth for manholes 0.000 0.00

19.8.1.1 F.P.S. bricks (For Storm water) Metre 3 3.000 5661.00 16,983.00

19.8.1.2 F.P.S. bricks (For Sewer) Metre 3 3.000 5661.20 16,984.00

1 24.10 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. 0.000 0.00

2 24.20 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. 0.000 0.00

3 24.10 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 -incharge. 0.000 0.00

24.10.1 100 mm nominal size dia having minimum wall metre 40.00 40.000 1145.20 45,808.00

24.10.3 200 mm nominal size dia having minimum wall metre 15.00 15.000 1999.80 29,997.00

4 24.11 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-incharge. 0.000 0.00

24.11.1 100 mm nominal size dia metre 15.00 15.000 1226.00 18,390.00

5 24.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 0.000 0.00

6 24.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 0.000 0.00

7 24.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I) 0.000 0.00

8 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Cum 8.00 8.000 1388.90 11,111.00

9 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. hour 12.00 12.000 857.60 10,291.00

Water Pumping Set - 1 No. 0.000 0.00

10 AR S/F/F 2 H.P. CROMPTION SUBMERSIBLE PUMP OF ISI MARK WITH STARTER, PANNEL, CABLE, WELL COVER etc. ALL COMPLETE JOB Set 1.00 1.000 28975.00 28,975.00

1 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, beyond 90 metre & upto 150 metre depth below ground level. 0.000 0.00

2 24.4 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. 0.000 0.00

24.4.2 150 mm nominal size dia metre 15.00 15.000 740.10 11,102.00

3 24.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. cum 0.56 0.560 1235.90 692.00

6 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-incharge. cum 1.35 1.350 1388.90 1,875.00

7 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 0.000 0.00

Total Amount :- #REF!

Bihar State Building Construction Corporation Ltd.

Estimate of Rain Water Harvesting

S.N SOR 2018 PARTICULAR Unit Rate NO. Qty Total Qty Amount

1 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, beyond 90 metre & upto 150 metre depth below ground level.

2 24.4 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.

3 24.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. cum 1,235.900 2.000 0.56 1.12 1,384.00

6 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-incharge. cum 1,388.900 2.000 1.35 2.70 3,750.00

10 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 0.00

Total Amount (Rs.) 50,221.00

BSBCCL BSBCCL BSBCCL

KISHANGANJ PURNEA PURNEA

Bihar State Building Construction Carporation Ltd.

PROJECT : CONSTRUCTION OF JANSEVA KENDRA UNDER PATNA SMART CITY PROJECT AT PATNA (DIST. - PATNA)

Bill of Quantity

Sl. No. SR.Code. SOR-20 Description of Work Unit Building P.H.E tube well Boundary Campus Septic Tank Electrical Total Rate (Rs.) Amount (Rs.) Building Boundary Campus Septic Tank Total Diff

Qty Qty Qty Qty Qty Qty Qty Qty Qty Qty Qty Qty Qty

1 2.32 Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 100 sqm #REF! #REF! 654.70 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

2 20.3 Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load 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) : 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(i) 20.3.1 300 mm dia piles Metre #REF! #REF! 2074.00 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!

3 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth ) Metre #REF! #REF! 167.50 #REF! 0.00 #REF! 0.00 0.00 #REF! #REF!