Construction of Architectural Building,300 Bedded Boy's Hostel(G+5) & Girl's Hostel(G+3) in The Campus Of Govt. Engineering College ,Gaya ( FY 2025-26)

BILL OF QUANTITY

NAME OF WOPRK :-CONSTRUCTION OF SENIOR OFFICER'S HOUSING AT SHASHTRINAGAR, PATNA, BIHAR

AMOUNT:- Rs 698562419.80

Civil, Plumbing & Fire Fighting BOQ

Sl. No. Item Code Item of Work Unit Block-A Tower 01 Block-B Tower 01 Block-B Tower 02 Community Center Road, Boundary wall & Horticulture work Gate Complex Block ESS-BLOCK STP-BLOCK Rain Harvesting UGT/WTP BLOCK Total Qty BSR-2018 DSR-2018 MARKET RATE

Rate Amount Rate Amount Rate Amount

Civil Work Schedule Items

1 BSR 2018 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

BSR 2018 2.29.1 All kinds of soil 100sqm

2 BSR 2018 2.6 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed.

BSR 2018 2.6.1 All kinds of soil cum

3 BSR 2018 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.

BSR 2018 2.8.1 All kinds of soil cum

4 BSR 2018 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 34 103.3

5 BSR 2018 23.2 Supplying and stacking of good earth at site including royalty but excluding carriage (earth measusred in stacks will be reduced by 20% for payment). cum 119.4

6 BSR 2018 2.27 Extra for every additional lifts of 1.5 m or part thereof in:

BSR 2018 2.27.1 All kinds of soil. 1.5 mtr to 3 mtr. cum 8 41

BSR 2018 2.27.1a 3 mtr to 4.5 mtr. cum 0 0

BSR 2018 2.27.1b 4.5 mtr to 6 mtr. cum 0 0

7 BSR 2018 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 238.6

8 BSR 2018 2.35 Supplying chemical emulsion in sealed containers including delivery as specified.

BSR 2018 2.35.1 Chlorpyriphos/ Lindone emulsifiable concentrate of 20% litre 199.4

9 BSR 2018 2.37 Diluting and injecting chemical emulsion for POSTCONSTRUCTIONAL anti-termites' treatrnent(including the cost of chemical emulsion)

BSR 2018 2.37.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling and plugging 12 mm diameter holes with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floor.

BSR 2018 2.37.3.1 With Chlorpyriphos EC 20% with 1% concentration sqm 218.5

Sub-total for the Section, carried forward to General Summary

10 BSR 2018 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).

BSR 2018 20.2.1 300 mm dia piles metre 838.1

BSR 2018 20.2.2 400 mm dia piles metre 0 0 1110.8

BSR 2018 20.2.3 450 mm dia piles metre 0 1345.8

11 BSR 2018 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.

BSR 2018 20.6.1 Single pile up to 50 tonne capacity.

BSR 2018 20.6.1.1 Initial test per test 0

BSR 2018 20.6.1.2 Routine test per test 0 18678.7

BSR 2018 20.6.3 Group of two or more pile up to 50 tonne capacity

BSR 2018 20.6.3.1 Initial test per test 0 60394.6

12 BSR 2018 20.7 Cyclic vertical load testing of pile in accordance with IS Code of practice IS: 2911 (part IV) including preparation of pile head etc for.

BSR 2018 20.7.1 Single pile

BSR 2018 20.7.1.1 Up to 50 tonne capacity pile. per test 0 18678.7

BSR 2018 20.7.2 Group of two pile

BSR 2018 20.7.2.1 Up to 50 tonne capacity each per test 0 36734.9

Sub-total for the Section, carried forward to General Summary

13 BSR 2018 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

BSR 2018 4.1.8 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) cum 1.31 2940.8

14 BSR 2018 4.3 Centring and shuttering including strutting,propping etc. and removal or form work for

BSR 2018 4.3.1 Foundations,footings, bases Columns sqm 185.9

15 BSR 2018 4.5 Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete.

BSR 2018 4.5.2 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). cum 4946.8

16 BSR 2018 4.14 Extra for Concrete work in superstructure above floor V level for each four floors or part thereof. cum

17 BSR 2018 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) over 75mm bed dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. sqm 417.6

18 BSR 2018 4.19 Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. Note : (1) Excess/less cement used than specified in this item is payable/ recoverable separately. (2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS : 456. Uniform blending with cement is to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC. .

BSR 2018 4.19.1 All works upto plinth level

BSR 2018 4.19.2 All works above plinth and upto floor V level:

BSR 2018 4.19.2.2 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) cum 5234.5

Sub-total for the Section, carried forward to General Summary

REINFORCED CEMENT CONCRETE

19 BSR 2018 5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement :

BSR 2018 5.2.2 1:1.5:3 (1 Cement : 1.5 coarse sand (Zone-III) dervied from natural sources : 3 graded stone aggregate 20 mm nominal size) dervied from natural sources cum 1.17 5723.3

20 BSR 2018 5.9 Centring and shuttering including strutting,propping etc. and removal of form for.

BSR 2018 5.9.1 Foundations, footings, bases of columns etc for mass concrete sqm 186.3

BSR 2018 5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. sqm 321.3

BSR 2018 5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 4.16 362.6

BSR 2018 5.9.4 Shelves (cast in situ) sqm 362.6

BSR 2018 5.9.5 Lintels, beams, plinth beams, griders, bressumers and cantilevers sqm 335.3

BSR 2018 5.9.6 Columns, pillars, piers, abutments, posts and struts sqm 425.8

BSR 2018 5.9.7 Stairs, (excluding landings), except spiral staircase sqm 384.7

BSR 2018 5.9.16 Edges of slabs and breaks in floors and walls:

BSR 2018 5.9.16.1 Under 20 cms wide metre 100.9

BSR 2018 5.9.16.2 Above 20 cm wide sqm 460.2

21 BSR 2018 5.10 Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of engineer-in-charge

BSR 2018 5.10.1 12 mm dia & 100 mm length sets 138.4

BSR 2018 5.10.2 12 mm dia & 150 mm length sets

BSR 2018 5.10.3 20 mm dia & 150 mm length sets

BSR 2018 5.10.4 20 mm dia & 225 mm length sets 175.8

22 BSR 2018 5.11 Extra for additional height in centering, shuttering wherever required with adequate bracing, propping etc including cost of de-shuttering and de centering at all levels over a height of 3.5m, for every additional height of 1 metre or part thereof (plan area to be measured)

BSR 2018 5.11.1 Suspended floors, roofs, landings, beams and balconies (plan area to be measured) sqm

23 BSR 2018 5.22 Reinforcement for RCC work including straightening, cutting, bending, placing in postion and binding all complete.

BSR 2018 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia kg

BSR 2018 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia kg 76.7

BSR 2018 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia kg 75.2

BSR 2018 5.22.7D Thermo-Mechanically Treated bars TMT Fe-500-I6mrn dia. kg 149.76 76

BSR 2018 5.22.7E Thermo-Mechanically Treated bars TMT Fe-500-20mm dia. kg 76

BSR 2018 5.22.7F Thermo-Mechanically Treated bars TMT Fe-500-25rnm dia. kg 76

BSR 2018 5.22.7G Thermo-Mechanically Treated bars TMT Fe-500-28mm dia. kg 76

BSR 2018 5.22.7H Thermo-Mechanically Treated bars TMT Fe-500-32mm dia. kg 0 0 76

24 BSR 2018 5.40 Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using fly ash and cement content as per approved design mix, and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. NOTE- (1) Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. (2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS : 456. Uniform blending with cement to be ensured in accordance with clauses 5.2 and 5.2.1 of IS:456 -2000 in the items of BMC and RMC.

BSR 2018 5.40.1 All works up to Plinth level cum 5441.5

BSR 2018 5.40.2 All works above plinth & up to floor V level. cum 6108

25 BSR 2018 5.38 Extra for R.C.C/ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof. cum

26 BSR 2018 5.34 Add or deduct for providing richer or leaner mixes respectively at all floor levels.

BSR 2018 5.34.1 Providing M-30 grade concrete by using 340kg /m3 of Cement per cum of concrete instead of M-25 grade B.M.C./RMC cum 78

27 BSR 2018 5.30 Add for plaster drip course/groove in plastered surface or moulding to R.C.C. projections. metre 28.4

Sub-total for the Section, carried forward to General Summary

28 BSR 2018 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :

BSR 2018 6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) cum 4895.7

29 BSR 2018 6.3C Extra tor Brick work in superstructure above plinth level upto floor V cum cum 702.2

30 BSR 2018 6.4C Extra for brick work in superstructure above floor V level for each four floors or part thereof. cum

Sub-total for the Section, carried forward to General Summary

31 BSR 2018 8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.

BSR 2018 8.2.2 Granite of any colour and shade

BSR 2018 8.2.2.1 Area of slab upto 0.50 sqm sqm 3741.2

BSR 2018 8.2.2.2 Area of slab over 0.50 sqm sqm 3699.1

32 BSR 2018 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.

BSR 2018 8.3.2 Granite work metre 230.8

33 BSR 2018 8.4 Extra for fixing marble/granite stone over and above coresponding basic item, in facia and drops of width upto 150 mm with expoxy resin based (Araldite or equivalent) adhesive including cleaning etc. complete. metre 236.3

34 BSR 2018 8.5 Extra for providing opening of required size & shape for wash basins/kitchen sink in kitchen platform. Vanity counters and similar location in marble/granite/stone work including necessary holes for pillar taps etc. including rubbing,moulding and polishing of cut edges etc. complete. each 355.8

Sub-total for the Section, carried forward to General Summary

35 BSR 2018 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 392.3

36 BSR 2018 9.53 Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts,nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) each 106.6

37 BSR 2018 9.83 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete each 429.5

38 BSR 2018 9.127 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.

BSR 2018 9.127.2 1.0 mm thick sqm

39 BSR 2018 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 fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.

BSR 2018 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 5705

40 BSR 2018 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 handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, 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 finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes 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.

BSR 2018 9.147C.2 Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ±. 0.2 mm and single glazing bead / double glazing bead of appropriate dimension.(Area of door upto 2.50 sqm) sqm 0 0 8456.4

41 BSR 2018 9.147D Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multichambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.

BSR 2018 9.147D.3 Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm) sqm 6111.4

42 BSR 2018 9.7.7 Float glass panes

BSR 2018 9.7.7.1 4 mm thick glass pane sqm

BSR 2018 9.7.7.2 5.5 mm thick glass pane sqm 0 0 1355.8

43 BSR 2018 9.12 Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). sqm 79.7

44 BSR 2018 9.135 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.50 mm all complete. sqm 1125.3

45 BSR 2018 9.161 Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal side & 35 x 60 mm on vertical sides having built in rebate made out of 1.6 mm thick GI sheet ( Zinc coating not less than 120gm/m²) suitable for mounting 120 min Fire Rated Glazed Door Shutters. The frame shall be filled with Mineral wool Insulation having density min 96Kg/m³ . The frame will have a provision of G.I. Anchor fastners 14 nos ( 5 each on vertical style & 4 on horizontal style of size M10 x 80 ) suitable for fixing in the opening along with Factory made Template for SS Ball Bearing Hinges of Size 100x89x3mm for fixing of fire rated glazed shutter . The frame shall be finished with a approved fire resistant primer or Powder coating of not less than 30 micron in desired shade as per the directions of Engineer - in- charge . (Cost of SS ball bearing hinges is excluded). metre 1340.5

46 BSR 2018 9.162 Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 min Fire Rating confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less than 120gm/m²) duly filled mineral wool insulation having density min 96 kg/m³ and fixing with necessary stainless steel ball bearing hinges of size 100x89x3mm of approved make, including applying a coat of approved fire resistant primer or powder coating not less than 30 micron etc all complete as per direction of Engineer-in-charge (panelling to be paid for seperately). sqm 7362.2

47 BSR 2018 9.164 Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per direction of Engineer-in- charge. The glass shall be clear, toughened, interlayered, non-wired fire resistant having 11 mm thickness of approved brand with 120 minutes of fire resistance both integrity & radiation control (EW120) and minimum 15 min of insulation (EI15) and having a sound reduction of ?37dB and LT of 86%. Glass shall be compliant to class 2(B)2 category of Impact Resistance as per EN 12600. The glass should be manufactured in UL & TUV audited Facility and including UL-EU Certification.The maximum glazing size cannot be more than 1100 mm x 2200 mm (w x h) or 2.42 sq mts in total area. The test report for the complete system (Glazed Door or Partition) will be considered valid only if it contains the stamp and signature of the authorized signatory from the glass manufacturer. (Actual glass size is to be measured at site for payments). sqm

48 BSR 2018 9.139 Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch & Lock on backside of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge,all complete. each 6561.9

Sub-total for the Section, carried forward to General Summary

59 BSR 2018 10.1 Structural steel work in singal section fixed without connecting plate including cutting.hoisting,fixing in position and applying a priming coat of approved steel primer all complete. kg 0 68.2

50 BSR 2018 10.8 Supplying and fixing-rolling shuters of approved make.made of required size of M.S.Iaths inter locked together through their intire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arragements for inside and outside locking with push and pull operation complete including the cost of prioviding and fixing necessary 27.5 cm long wire springs grade no. 2 and M.S. top cover of required thickness for rolling shutters.

BSR 2018 10.8.1 80x1.25mmM.S. Laths with 1.25mm thick top cover. sqm 0 2394

51 BSR 2018 10.9 Providing and fixing ball bearing for rolling shutters sqm 0 413.5

52 BSR 2018 10.10 Extra for providing mechanical device chain and crank operation for operating rolling shutters:

BSR 2018 10.10.1 Exceeding 10.00 sqm and upto 16.80 sqm in area (say average 14 sqm) sqm 0 779.7

53 BSR 2018 10.10A Extra for providing grilled rolling shutters manufactured out of 8 mm dia. M.S. bar instead of laths as per design approved by Engineer-in-charge (area of grill to be measured.) sqm 0 336.2

54 BSR 2018 10.16 Steel work in built-up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers complete:

BSR 2018 10.16.1 Hot finished welded type tubes kg 0 88.6

55 BSR 2018 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 0

56 BSR 2018 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.

BSR 2018 10.32.2 In gratings, frames, guard bar, ladders, railings, brackts. Gates & similar works. kg 88.8

57 BSR 2018 10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). kg 0 496

Sub-total for the Section, carried forward to General Summary

58 BSR 2018 8.12 Providing and laying flamed finish 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 20mm(avearage) 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 : 8.12.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. sqm 2979.2

59 BSR 2018 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. 8.13.1 Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. sqm 3067.5

60 BSR 2018 8.7 Providing and fixing cramps of required size & shape in RCC/ CC / Brick masonry backing with cement mortar 1:2 ( 1 cement :2 coarse sand), including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately).

BSR 2018 8.7.2 Stainless steel cramps Per Kg 576

61 BSR 2018 8.8 Providing and fixing expansion hold fasteners on CC/R.C.C./ Brick surface backing including drilling necessary holes and the cost of bolt etc complete.

BSR 2018 8.8.1.3 Fastner with threaded dia. 1/2" or 12mm Each 45.8

62 BSR 2018 11.19 Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6 mm in floors jointed with neat cement slurry mixed with pigement to match the shade of the tiles, including rubbing and polshing complete on 20 nm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

BSR 2018 11.19.2 Medium shade using 50% white cement and 50% ordinary cement sqm 934.3

63 BSR 2018 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 )

BSR 2018 11.26.1 20 to 25 mm thick sqm

64 BSR 2018 11.49 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

65 BSR 2018 11.31 Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab. metre

66 BSR 2018 11.32 Extra for kota stone flooring in steps and treads not exceeding 30 cm in width sqm 15

67 BSR 2018 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 739.8

68 BSR 2018 11.37A Providing and fixing 1st quality antiskid ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineerin- Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. sqm 644.6

69 BSR 2018 11.41 Providing and laying vitrifed floor tiles in different sizes {thickness to be specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS : 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand ) including grouting the joint with white cement and matching pigments etc., complete.

BSR 2018 11.41.2 Size of Tile 60x60 cm. sqm 0 0 1520.9

BSR 2018 11.41.4 Size of Tile 100x100 cm. sqm 2553.9

70 BSR 2018 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.

BSR 2018 11.46.2 Size of Tile 60x60 cm. sqm 0 0

BSR 2018 11.46.4 Size of Tile 1000 x 1000 mm. sqm 2149.9

71 BSR 2018 26.1 Providing & fixing in position Phenol bonded Bamboowood flooring with planks of sizes 14mm thick, 1800mm length (minimum) and 130 mm wide(minimum), in approved colour, texture and finish, having Performance Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion Council (BMTPC). The flooring shall be fixed with tongue and groove interlocking system, with underlayment of 4mm thick expanded poly ethylene foam sheets having density 40kg/cum, over prepared surface with necessary quarter round planks of size 1900mm x 18mm and door reducer of size 1900mm x 44mm, wherever required. The bomboo wood planks shall have minimum density of 1000 Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of the Engineer in-charge. sqm 5314.3

72 BSR 2018 26.2 Providing & fixing in position Phenol bonded Bamboo wood in wall skirting with planks of sizes 14mm thick, 1900mm length (minimum) and 85mm wide(minimum), in approved colour, texture and finish, having Performance Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion Council (BMTPC). The skirting shall be fixed with SS screws & rawl plugs, over underlayment of 4mm thick, expanded poly ethylene foam sheets having 40kg/cum density over prepared surface. The bomboo wood planks shall have minimum density of 1000 Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of the Engineer in-charge. sqm 5087.3

73 BSR 2018 26.3 Providing & fixing in position Phenol bonded Bamboowood wall cladding at all height with planks of sizes 10mm thick, 1800mm length (minimum) and 130 mm wide (minimum), in approved colour, texture and finish, having Performance Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion Council (BMTPC), with necesasary profiled edges fixed with 40mm SS screws 5 nos in each tile to frame work made of second class teak wood of size 20x15 mm in centre of each tile and bottom and top of work height, 40x15mm placed at ends of each tile. The cladding shall be laid over backlayment of 1.00 mm thick expanded poly ethylene foam of density 40kg/cum in two layers, first layer on wall surface before fixing wooden frame and second layer on frame under cladding. The bomboo wood planks shall have minimum density of 1000 Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of the Engineer in-charge. sqm 5068.8

74 BSR 2018 16.75 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in- charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). cum 5780

75 BSR 2018 16.90 Providing and laying tactile tile(for vision impairedpersons as per standards) of size 300X300X9.8mm having water absorption less then 0.5% and conforming to IS: 15622, of approved make in all colours and shades in outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. sqm 0 0 1477.3

Sub-total for the Section, carried forward to General Summary

76 BSR 2018 12.38 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement:2 coarse sand:4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3(1 cement::3 coarse sand)as per standard design

BSR 2018 12.38.1 In 75x75 mm deep chase metre 55.9

77 BSR 2018 12.39 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 mx1 mx400 micron, finished 12 mm cement plaster 1:3 (1 cement:3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete each 20 172.3

78 BSR 2018 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 fixed to 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 screws of 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 :

BSR 2018 12.45.2 12.5 mm thick tapered edge gypsum fire resistant board conforming to IS: 2095- Part I sqm 898.6

79 BSR 2018 26.23 Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991, in true horizontal level suspended on interlocking metal powder coated T-Grid of hot dipped galvanised iron section of 0.40 mm thick on Silhouette profile,rotary stiched double webbed white with 6 mm reveal profile (white/black),comprising of main-T runners of size 15x42 mm of length 3000 mm, cross - T of size 15x42 mm of length 1200 mm and secondary intermediate cross-T of size 15x42 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in- Charge.

BSR 2018 26.23.1 With 15 mm thick integral densified micro edge light weight calcium silicate false ceiling tiles sqm 1795

80 BSR 2018 12.52X Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all Tsections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.

BSR 2018 12.52x.2 GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/ sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. sqm

81 BSR 2018 12.55X Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. sqm 1120.8

Sub-total for the Section, carried forward to General Summary

Cement plaster in course sand

82 BSR 2018 13.11 12 mm cement plaster of mix:

BSR 2018 13.11.4 1:6(1 cement: 6 coarse sand) sqm 126.2

83 BSR 2018 13.12 15 mm cement plaster on rough side of single or half brick wall

BSR 2018 13.12.4 1:6 (1 cement : 6 coarse sand) sqm 145.5

84 BSR 2018 13.13 20 mm cement plaster of mix:

BSR 2018 13.13.4 1:6 (1 cement : 6 coarse sand) sqm 173

85 BSR 2018 13.24 6mm cement plaster to ceiling of mix :

BSR 2018 13.24.1 1:3(1 cement: 3 coarse sand) sqm 117.8

86 BSR 2018 13.37 Extra for plastering exterior walls of height more thatn 10m from ground level for every additional height of 3m or part thereof sqm

87 BSR 2018 13.40A Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. sqm 105.2

88 BSR 2018 13.45 Finishing walls with textured exterior paint of required shade :

BSR 2018 13.45.1 New work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm sqm 143.6

89 BSR 2018 13.77 Distempering with oil bound distemper of approved brand and manufacture to give an even shade

BSR 2018 13.77.2 New work (two or more coats ) over and including priming coat with cement primer sqm 83.4

90 BSR 2018 13.78 Applying one coat of cement primer of approved brand and manufacture on wall surface:

BSR 2018 13.78.2 Distemper primer sqm 31.7

91 DSR 2018 13.68.1 French spirit polishing : Two or more coats on new works including a coat of wood filler sqm 351.15

92 DSR 2018 13.82.2 Wall painting with acrylic emulsion paint, 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. Two coats sqm 106.8

93 DSR 2018 13.61.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work sqm 121.55

94 DSR 2018 13.85.1 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre sqm 57.05

95 DSR 2018 13.85.3 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre sqm 60

Sub-total for the Section, carried forward to General Summary

96 BSR 2018 21.4 Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors,embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete asper the direction of Engineer-in-charge.

BSR 2018 21.4.1 With stainless steel cover plate minimum 1.25 mm thickness each 2163.5

97 BSR 2018 21.18 Providing and fixing 12mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top and 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

Sub-total for the Section, carried forward to General Summary

98 BSR 2018 22.1 Providing and laying integral cement based treatment for water proofing on horizontal surface at all levels as directed by Engineer-in-charge and consisting of 1) 1st layer of 20 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS 12645 in the recommended proportion. Joints sealed and grouted with cement slurry mixed with water proofing compound conforming to IS 12645 in proportions recommended by the manufacturer. 2) 2nd class layer of 25 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportions. III) finishing top with stone aggregate of 10mm to 12mm nominal size spreading @ 8cudm/sqm thoroughly embedded in the 2nd layer.

BSR 2018 22.1.1 Using rough kota stone sqm 1304.3

99 BSR 2018 22.2 Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 20 mm thick with cement slurry mixed with water proofing compound conforming to IS 2645 in recommended proportion with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:4 (1 cement : 4 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by engineer in charge.

BSR 2018 22.2.1 Using rough kota stone sqm 1627.8

100 BSR 2018 22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of WC, kitchen and the like consisting of (i) 1st layer of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions, (ii) 2nd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion, (iii) 3rd course of applying blown or/residual bitumen applied hot at 1.7 kg per sqm of area, (iv) 4th course of 400 micron thick PVC sheet (overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm) sqm 444.3

101 BSR 2018 22.4 Providing and placing in position suitable PVC water stops for construction/ expansion joints between two RCC members and fixed to the reinforcemnt with binding wire before pouring concrete etc complete

BSR 2018 22.4.1 Serrated with central buib (225 mm wide, 8-11 mm thick) metre

102 DSR 2018 22.6 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately.For the purpose of measurement the entire treated surface will be measured. sqm 395

Sub-total for the Section, carried forward to General Summary

103 BSR 2018 16.1 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. sqm 0 0 0 0

104 BSR 2018 16.2 Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). cum 0 0 0 0

105 BSR 2018 16.78.2 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 cum 0 0 0 0

106 BSR 2018 16.79 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. cum 0 0 0 0

107 BSR 2018 16.43.2 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer cum 0 0 0 0 5845.1

108 BSR 2018 16.44 Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete. litre 0 0 0 0 49.8

PAINTING ROAD / RUNWAY MARKING

109 BSR 2018 16.47.1 Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign mater;al etc. and lining out complete. New work (Two or more coats) sqm 0 0 0 0 96.7

110 BSR 2018 16.49 Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete. each 0 0 0 0 1490

111 BSR 2018 16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). cum 0 0 0 0 5180.8

112 BSR 2018 19.6.3 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 250 mm dia. R.C.C. pipe metre 0 0 0 0 480.1

113 BSR 2018 19.6.4 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe metre 0 0

114 BSR 2018 16.59 Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi- lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing,

BSR 2018 16.59.1 Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm each 0 0 0 0 5065.8

BSR 2018 16.59.2 Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm each 0 0 0 0 3594.5

TOTAL (Carried Over to Summary of ROAD WORKS)

ROAD SIDE DRAIN WORK

115 BSR 2018 24.9 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9nos 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 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. each 0 0 0 0 1032.3

TOTAL (Carried Over to Summary of ROAD SIDE DRAIN WORK)

HORTICULTURE WORK

116 DSR 2018 horticulture 2.4.1 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 20 mm cum 0 0 0 0 229.95

117 DSR 2018 horticulture 2.9 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge cum 0 0 0 0 32.1

118 DSR 2018 horticulture 2.10.1 Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and earth shall be paid for separately). In rows 5 cm apart in both directions sqm 0 0 0 0 15.55

119 DSR 2018 horticulture 2.11 Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure, mixing the same with forked soil, watering and maintaining the lawn for 60 days or more till the grass forms a thick lawn free from weeds and fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or manure (The manure/sludge shall be paid for separately). sqm 0 0 0 0 30.25

120 DSR 2018 horticulture 3.22 Providing and displaying of Areca Palm having ht. 2.40 m to 2.70 m with 12 to 14 suckers, well developed, fresh and healthy with lush green foliage in 35 cm size of Bucket type cement pots & as per direction of the officer-in-charge. each 0 0 0 0

121 DSR 2018 horticulture 4.14 Providing and Displaying plants Chrysenthemum single named variety in different colour well developed, having 45 to 60 cm ht., minimum 150 and above half bloom flowers well stacked with bamboo stick having three layer tiding by thread fresh and healthy foliage in 30 cm Earthen Pot and as per direction of the officer-in-charge. each 0 0 0 0

122 DSR 2018 horticulture 4.61 Providing and Displaying plants Salvia ht. 45 to 60 cm multi branches stacking with bamboo stick specimen plants type with full bloom well developed in 30 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. each 0 0 0 0 129.15

123 DSR 2018 horticulture 4.73 Providing and Displaying plants Cockscomb well developed fresh & healthy 20 to 25 cm ht. attractive colours fully bloomed in 20 cm Earthen Pot/ Plastic Pot and as per direction of the officer-in-charge. each 0 0 0 0 43.05

124 DSR 2018 horticulture 4.81 Providing and Displaying plants Sunflower single well developed 8 to 10 half bloom buds multi branched in fresh & healthy full stacked with green painted bamboo stick stacking in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. each 0 0 0 0

125 DSR 2018 horticulture 5.40 Providing and Displaying Topiary plant of Ficus Panda well developed with fresh & healthy foliage with 3 to 4 Ball and 60 to 75 cm spread each Ball, 135 to 150 cm ht., in 35 cm Cement Tray /Cement Pot as per direction of the officer-in-charge. each 0 0 0 0 1127.5

126 DSR 2018 horticulture 7.5 Supply and stacking of Azadirachta indica ( Neem ) plant of height 120- 130cm in big polybag of size 25 cm as per direction of the officer-in-charge. each 0 0 0 0 65

127 DSR 2018 horticulture 7.24 Supply and stacking of Delonix regia (Gulmohar) plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge each 0 0 0 0 60

128 DSR 2018 horticulture 7.44 Supply and stacking of Foxtail palm plant of ht. 240-270 cm bottom girth 35-40 cm well developed in big size HDPE bags as per direction of the officer-in-charge. each 0 0 0 0 650

129 DSR 2018 horticulture 7.53 Supply and stacking of Mangifera indica (Mango-grafted ) plant of height 60-75 cm. in big poly bag of size 25 cm as per direction of the officer-incharge. each 0 0 0 0 55

130 DSR 2018 horticulture 7.70 Supply and stacking of Plumeria alba plant of height 165-180 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. each 0 0 0 0 225

131 DSR 2018 horticulture 7.72 Supply and stacking of Plumeria rubra plant of height 120-150 cm. with 3- 4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. each 0 0 0 0 400

132 DSR 2018 horticulture 7.74 Supply and stacking of Polyalthia longifolia (Ashok) plant of height 150- 165 cm. in earthen pots of size 25 cm as per direction of the officer incharge. each 0 0 0 0 80

133 DSR 2018 horticulture 8.37 Supply and stacking of plant Hibiscus rosasinensis of height 90-105 cm., bushy in big size HDPE bag as per direction of the officer-in-charge. each 0 0 0 0 90

TOTAL (Carried Over to Summary of HORTICULTURE WORK)

CARRIAGE AND SUPPLY OF MATERIAL AND DIFFERENCES COST OF MATERIAL

Carriage of Materials:-

134 Bricks (lead 7km P+ 1km K) Per Thousand No.

135 Coarse sand from Koilwar (Lead 55KMP) Cum

136 Stone Chips from Gaya (Lead 110KMP) Cum

137 Local Sand ( Lead local 1K+2P) Cum

Differences Cost of material:-

Total Carried to Summary

Plumbing & Fire Fighting Work Schedule Items

RAIN WATER HARVESTING

139 BSR 2018 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.

BSR 2018 24.2.1 All types of soil

BSR 2018 24.2.1.1 300 mm dia Meter 40 453.5

140 BSR 2018 24.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths,as per direction of Engineer -in-charge.

BSR 2018 24.3.1 100 mm nominal size dia Meter 40

141 BSR 2018 23.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

BSR 2018 23.4.1 100 mm nominal size dia Meter 12

142 BSR 2018 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 9.6 959

143 BSR 2018 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 2.4

144 BSR 2018 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 2.4

145 BSR 2018 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

146 BSR 2018 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:

BSR 2018 24.13.1 100 mm dia each 2 156.9

147 BSR 2018 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS : 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be isible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. Each 40 240.9

148 BSR 2018 19.18 Supplying and fixing C.I. cover without frame for manholes :

BSR 2018 19.18.2 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg Each 6 2937.3

149 BSR 2018 10.32 Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc.as required.

BSR 2018 10.32.2 In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works. Kg 200 88.8

150 BSR 2018 10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). Kg 1 496

TOTAL (Carried Over to Summary of RAIN WATER HARVESTING WORK)

INTERNAL PLUMBING & SANITATION WORK

151 17.1 (SOR BCD-18) Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required :

BSR 2018 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 0 0 3390.9

152 17.2 (SOR BCD-18) Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :

BSR 2018 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid each 130 12 3310

153 17.5 (SOR BCD-18) 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 lush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :

BSR 2018 17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. each 0 6 5643.9

154 17.80 (SOR BCD-18) Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre &post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. each 0 6 5407.3

155 17.28 (SOR BCD-18) Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.

BSR 2018 17.28.2 Flexible Pipe

BSR 2018 17.28.2.1 32 mm dia (for wash basin) each 0 10 83.7

BSR 2018 17.28.2.2 40 mm dia (for sink and urinal) each 52 6 86.2

156 17.8 (SOR BCD-18) Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. each 130 10

157 17.10 (SOR BCD-18) Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and brackets, cutting and making good the walls wherever required :

BSR 2018 17.10.1 Kitchen sink with drain board

BSR 2018 17.10.1.1 510x1040 mm bowl depth 250 mm each 26 0 4217.7

158 17.22A (DSR-2018) Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. each 130 10 883.05

159 17.31 (SOR BCD-18) Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 130 10 741.9

160 17.34 (SOR BCD-18) Providing & fixing toilet paper holder.

17.34.2 viterous china each 130 12

161 18.21 (SOR BCD-18) Providing and fixing uplasticised PVC connection pipe with brass ions :

BSR 2018 18.21.2 45 cm length

BSR 2018 18.21.2.1 15 mm nominal bore each 676 32

162 18.49 (SOR BCD-18) Providing and fixing C.P brass bib cock of approved quality conforming to IS standards IS: 8931. each 130 12 401.4

163 18.50 (SOR BCD-18) Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms..

BSR 2018 18.50.1 15 mm nominal bore each 26 0 599.5

164 18.53 (SOR BCD-18) 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

BSR 2018 18.53.1 15 mm nominal bore each 728 32 512.9

165 18.32 (SOR BCD-18) Constructing brick masonry chamber 300 x 300 x 500 mm, inside with F.P.S. brick work in cement mortar 1: 4 (1 cement : 4 coarse sand) for Stop Cock, with C. I. surface box 100 x 100 x 75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4mix (1cement : 2 coarse sand:4 grade stone aggregate 20mm nominal size); 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 ) 12 mm thick finished with a floating coat of neat cement complete as per standard design

BSR 2018 18.32.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 each 1 1

166 18.46 (SOR BCD-18) Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :

BSR 2018 18.46.1 15mm dia nominal bore each 10 0

BSR 2018 18.46.2 20mm dia nominal bore each 10 5

BSR 2018 18.46.3 25mm dia nominal bore each 10 5 192.6

BSR 2018 18.46.4 32mm dia nominal bore each 10 5 230

BSR 2018 18.46.5 40mm dia nominal bore each 10 5 292.2

BSR 2018 18.46.6 50mm dia nominal bore each 10 0 374.2

BSR 2018 18.46.7 65mm dia nominal bore each 10 0

167 18.76 (SOR BCD-18) Cutting holes up to 30x30 cm in walls including making good the same:

BSR 2018 18.76.1 With common burnt clay F.P.S. (non modular) bricks each 40 10 184.7

168 18.7 (SOR BCD-18) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.

Internal work exposed on wall

BSR 2018 18.7.1 15mm nominal outer dia pipes metre 170 0 128.6

BSR 2018 18.7.2 20mm nominal outer dia pipes metre 340 17 165.9

BSR 2018 18.7.3 25mm nominal outer dia pipes metre 880 60 204.7

BSR 2018 18.7.4 32mm nominal outer dia pipes metre 390 62

BSR 2018 18.7.5 40mm nominal outer dia pipes metre 140 17 373.6

BSR 2018 18.7.6 50mm nominal outer dia pipes metre 290 0 548.5

169 18.8 (SOR BCD-18) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.

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

BSR 2018 18.8.1 15mm nominal outer dia pipes metre 2350 41 214.3

BSR 2018 18.8.2 20mm nominal outer dia pipes metre 60 17 255.7

BSR 2018 18.8.3 25mm nominal outer dia pipes metre 0 14 308

TOTAL (Carried Over to Summary of INTERNAL PLUMBING & SANITATION WORK)

EXTERNAL PLUMBING & SANITATION WORK

170 2.10 (SOR BCD-18) Excavating trenches of required width for pipes cables, etc, including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m.

BSR 2018 2.10.1 All kinds of soil

BSR 2018 2.10.1.2 Pipes etc from 80 mm and above but not exceeding 300 mm dia. metre

171 18.12 (SOR BCD-18) Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.

BSR 2018 18.12.2 20 mm dia nominal bore metre 0 20 182.2

BSR 2018 18.12.3 25 mm dia nominal bore metre 40 38 201.6

BSR 2018 18.12.4 32 mm dia nominal bore metre 100 0 246.1

BSR 2018 18.12.5 40 mm dia nominal bore metre 302.2

BSR 2018 18.12.6 50 mm dia nominal bore metre 346.9

BSR 2018 18.12.7 65 mm dia nominal bore metre 56 458.7

172 18.40 (SOR BCD-18) Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :

BSR 2018 18.40.2 20 mm diameter pipe metre 30 6.6

BSR 2018 18.40.3 25 mm diameter pipe metre 137 8.4

BSR 2018 18.40.4 32 mm diameter pipe metre 194 9.9

BSR 2018 18.40.5 40 mm diameter pipe metre 20 11.2

BSR 2018 18.40.6 50 mm diameter pipe metre 903 13.3

BSR 2018 18.40.7 65 mm diameter pipe metre 56 16.3

173 18.59 (SOR BCD-18) Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces,tapers etc if required will be paid separately) :

BSR 2018 18.59.1 50 mm dia Each 1 4986.5

BSR 2018 18.59.2 80 mm dia Each 1 5942

174 18.17 (SOR BCD-18) Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

BSR 2018 18.17.1 25 mm nominal bore Each 6 461.8

BSR 2018 18.17.2 32 mm nominal bore Each 540

BSR 2018 18.17.3 40 mm nominal bore Each

BSR 2018 18.17.4 50 mm nominal bore Each 926.2

BSR 2018 18.17.5 65 mm nominal bore Each 3 926.2

175 4.1 (SOR BCD-18) Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

BSR 2018 4.1.3 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) for RCC bedding CUM.

176 18.46 (SOR BCD-18) Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :

BSR 2018 18.46.2 20 mm nominal bore Each 10

BSR 2018 18.46.3 25 mm nominal bore Each 10 192.6

BSR 2018 18.46.4 32 mm nominal bore Each 10 230

BSR 2018 18.46.5 40 mm nominal bore Each 10 292.2

BSR 2018 18.46.6 50 mm nominal bore Each 10 374.2

BSR 2018 18.46.5 65 mm nominal bore Each 10

177 19.19 (SOR BCD-18) Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality

BSR 2018 19.19.1.1 Rectangular shape 600*450 mm internal dimensions Each

178 18.32 (SOR BCD-18) Constructing masonry Chamber 30x30x50 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 :

BSR 2018 18.32.1 With common burnt clay F.P.S.(non modular) bricks of class designation 100A Each

179 18.33 (SOR BCD-18) Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :

BSR 2018 18.33.1 With common burnt clay F.P.S.(non modular) bricks of class designation 100A Each 2 6703.8

180 19.1 (SOR BCD-18) 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 :

BSR 2018 19.1.2 150 mm diameter metre 440

BSR 2018 19.1.3 200 mm diameter metre 440 413.1

181 19.2 (SOR BCD-18) Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :

BSR 2018 19.2.2 150 mm diameter S.W.Pipe metre 56.32 479.3

BSR 2018 19.2.3 200mm diameter S.W.Pipe metre 97.24

182 19.7 (SOR BCD-18) 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 :

BSR 2018 19.7.1 Inside size 90 x 80 cm & 45 cm deep including CI cover with frame (light duty) 455 x 610mm internal dimensions, total weight of cover & frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg)

BSR 2018 19.7.1.1 With common burnt clay F.P.S.(non modular) bricks of classic designation 7.5 each 50 7660.8

183 BSR 2018 19.7.3 Inside size 120 x 90 cm & 90 cm deep including CI cover with frame (Medium duty) 560mm internal diameter, total wt. of cover & frame to be not less than 208 kg (wt. of cover 108 kg and wt. of frame 100 kg)

BSR 2018 19.7.3.1 With common burnt clay F.P.S.(non modular) bricks of classic designation 7.5 each 22 22363.7

184 19.13 (SOR BCD-18) Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :

BSR 2018 19.13.1 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :

BSR 2018 19.13.1.2 With Sewer bricks conforming IS : 4885 each 2 31068.4

185 19.8 (SOR BCD-18) Extra for depth for manholes:

BSR 2018 19.8.1 size 90 X 80 cm

BSR 2018 19.8.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre 5635.5

BSR 2018 19.8.2 size 120 X 90 cm

BSR 2018 19.8.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre 2 6745.2

186 19.14 (SOR BCD-18) Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m :

BSR 2018 19.14.2 With Sewer bricks conforming IS : 4885 metre 0.5 15264.5

187 19.4 (SOR BCD-18) Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :

BSR 2018 19.4.3 180 x 150 mm. size P type

BSR 2018 19.4.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 62 1639.9

188 19.15 (SOR BCD-18) 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 :

BSR 2018 19.15.1 With 20x20 mm square bar each 240.9

189 19.6 (SOR BCD-18) Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

BSR 2018 19.6.3 250 mm. dia. RCC Pipes metre 1165 480.1

BSR 2018 19.6.4 300 mm. dia. RCC Pipes metre 25

190 19.27 (SOR BCD-18) Constructing brick masonry road gully chamber 50x45x60 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 complete as per standard design

BSR 2018 19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 120 3663.1

191 19.29 (SOR BCD-18) 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 :

BSR 2018 19.29.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 25 6870.8 1535941.46

TOTAL (Carried Over to Summary of EXTERNAL PLUMBING & SANITATION WORK 8528497.67

FIRE FIGHTING WORK

192 18.18 (SOR BCD-18) Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :

BSR 2018 18.18.3 25 mm nominal bore Each 1 1 364.1

193 7 (DSR-2019) Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :

DSR-2019 7.5 65 mm dia Meter 0 20 1004

DSR-2019 7.6 80 mm dia Meter 0 15 1122

DSR-2019 7.7 100 mm dia Meter 65 0 1499

DSR-2019 7.8 150 mm dia Meter 16 0 2064

194 8 (DSR-2019) Providing, laying, testing & commissioning of 'B' class heavy duty G.I. pipe conforming to IS 1239 including welding, fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :

DSR-2019 8.4 50 Dia Meter 0 11 859

DSR-2019 8.6 80 Dia Meter 20 0 1252

195 9 (DSR-2019) Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required :

DSR-2019 9.2 Single headed Stainless steel Set 7 0 5987

196 11 (DSR-2019) Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :.

DSR-2019 11.3 65 mm dia Set 0 1 4149

DSR-2019 11.4 80 mm dia Set 0 2 4842

197 14 (DSR-2019) Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required :

DSR-2019 14.3 65 mm dia Set 0 1 6274

198 15.00 (DSR-2019) Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange.

DSR-2019 15.1 80mm dia Each 0 1 4573

DSR-2019 15.3 150mm dia Each 1 0 10659

199 16 (DSR-2019) Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required :

DSR-2019 16.2 Stainless Steel (Grade 304) Set 14 0 4434

200 17 (DSR-2019) Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red,conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.

201 18 (DSR-2019) Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required :

DSR-2019 18.2 Stainless Steel (Grade 304) Nos. 7 0 1648

202 4 (DSR-2019) Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump)

(a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520

b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-'F' insulation, conforming to IS-325..

(c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required.

(d) Suitable cement concrete foundation duly plastered and with anti vibration pads.

DSR-2019 4.1 900 lpm at 35 m Head Set 1 0 100946

DSR-2019 4.2 450 lpm at 35 m Head Set 0 1 85291

TOTAL (Carried Over to Summary of FIRE FIGHTING WORK 1601160.4

Civil Work Non-schedule Items

Civil Non-schedule Work

203 NSI Providing & fixing Chicken wire mesh on joints of RCC & Brick work before plastering complete in the direction of Engineer-in-charge. sqm

204 NSI RCC Core cut : Drilling with core cutting machine in RCC beams,slabs,floorsetc.,for laying pipes and rendering the same in RCC 1:2:4 finishing the same to the satisifaction of the owner or his authorised representative etc.,including nominal reinforcement wherever required,complete,at all levels The quote shall also include for providing EPOXY based water proofing compound for sealing the joints around the pipes upto any depth at all heights & levels. complete in the direction of Engineer-in-charge. A)100mm dia. (At All Floor) each

205 NSI RCC Core cut : Drilling with core cutting machine in RCC beams,slabs,floorsetc.,for laying pipes and rendering the same in RCC 1:2:4 finishing the same to the satisifaction of the owner or his authorised representative etc.,including nominal reinforcement wherever required,complete,at all levels The quote shall also include for providing EPOXY based water proofing compound for sealing the joints around the pipes upto any depth at all heights & levels. complete in the direction of Engineer-in-charge. b)200mm dia. (At All Floor) each

DOOR S.S.HARDWEARS

206 NSI Providing and fixing Brand S.S. 316 Grade Mortice Handle Ø22mm with euro profile escutcheons [Finish : Satin] [Mechanically BSEN 1906 : 2010 Certified] AND Brand Lock Body - 9'' [With Stainless Steel main and strike plate] [Fire Rated – BSEN 1634 : 1 : 2000 Certified] complete as direction of Engineer-in-charge. set

207 NSI Providing and fixing Brand Pin Cylinder-60 mm [Key & Knob] [Fire Rated – BSEN 1634 : 1 : 2000 Certified] complete as direction of Engineer-in-charge. each

208 NSI Providing and fixing Brand Pin Cylinder-60 mm [Slot & Knob] [Fire Rated – BSEN 1634 : 1 : 2000 Certified] complete as direction of Engineer-in-charge. each

209 NSI Providing and fixing Brand S.S. (Normal Grade) Tower Bolt [Flate] 300 mm [Finish : Satin] complete as direction of Engineer-in-charge. each

210 NSI Providing and fixing Brand S.S.316 Grade Door Stop [Finish : Satin] complete as direction of Engineer-in-charge. each

211 NSI Providing and fixing Brand S.S.316 Grade Pull Handle 'H' NØ 22 mm X 300 mm (c/c) [Finish : Satin] [Fire Rated – BSEN 1634 : 1 : 2000 Certified] complete as direction of Engineer-in-charge. set 0

212 NSI Providing and fixing Brand Top Patch with S.S.304 Cover & High Quality Alumnium Body [Finish:Satin] complete as direction of Engineer-in-charge. each 0

213 NSI Providing and fixing Brand Bottom Patch with S.S.304 Cover & High Quality Alumnium Body [Finish:Satin] complete as direction of Engineer-in-charge. each 0

214 NSI Providing and fixing Brand S.S. 304 Grade Pivot-Top [Finish:Satin] complete as direction of Engineer-in-charge. each 0

215 NSI Providing and fixing Brand Patch Lock with S.S.304 Cover & High Quality Alumnium Body [Finish:Satin] complete as direction of Engineer-in-charge. each 0

HARDWARE's For Single / Double leaf doors

216 NSI HINGES: Providing & fixing of 2 hrs. fire rated CBRI tested as per IS 3614 Part -2 and BS 476 Part-22 stainless steel 304 grade fire rated ball bearing hinges of size 102mm x 76mm x 3mm thick complete as direction of Engineer-in-charge. each

217 NSI DOOR CLOSER: Providing & fixing of (3-4) exturded aluminimum body heavy duty 2 hrs fire rated door closer tested from CBRI Roorkee as per IS :3614 Part -II and BS :476 Part 20& 22 from CBRI Roorkee alongwith wooden /glazed / metal fire doors. The door closer shall be of type 3-4 ,non handed having back check function ,ANSI/BHIMA certified, and compies with EN 1154for 100000 cycles.The door closer shall have a 10 year mechanical guarranty / warranty from the manufacturer and the same shall be submitted to & complete as direction of Engineer-in-charge. each

218 NSI DEAD LOCK: Providing and fixing of European standard satin stainless finish Mortise Dead Lock with 80mm both side key cylinder tested to 100000 cycles of approved make and tested along with the wooden /Metal fire doors for 2 hrs. fire rating from CBRI Roorkee complete as direction of Engineer-in-charge. each

219 NSI OUTSIDE ACCESS DEVICE (TRIM): Providing & fixing 304 grade external trim ( Latch & Lock) with 3 keys for providing outside access for panic bar of 2 hrs. fire rated CBRI tested as per IS 3614 Part -2 and BS 476 Part-22 for wooden /glazed / metal fire doors. all complete as per manufacturer's specifications, approved drawing and direction of the Engineer- in- charge. (for all exits / staircases) each

220 NSI Providing and fixing Wood Plastic Composite (WPC) factory made Door frames of Cross section 125 mm X 50 mm having single rebate of 37 mm X 12 mm to receive shutter of 35 mm thickness made out of single piece extruded WPC (Wood Plastic Composite) profile with homogenous fine cellular structure made with plastic and wood dust having smooth outer integral skin with 4 mm (+/- 1mm) average wall thickness, E-co friendly, high grade UV resistant and with heat, fire retardent will be mitred & jointed with Dovetail Key W2 of size 46 X 10 x 8 mm in the corner of frames along with self driven screws of size 120 mm x 12 mm with wooden plug for fixing the frame to wall or as per manufacturer's specification and direction of Engineer in charge. Tolerance limit in size shall be (+/- 2mm) in all dimensions. metre

221 NSI Providing and fixing Wood Plastic Composite (WPC) factory made Door Shutters of 35 mm thickness made out of single piece extruded WPC (Wood Plastic Composite) profile with homogenous fine cellular structure made with plastic and wood powder having Solid Structure which is Eco-friendly, high grade UV resistant and with heat, fire retardent will be hung with door frames using 4" hinges and fixed with self driven screws of size 35 mm x 8mm with wooden adhesive for fixing the door to frame as per manufacturer's specification and direction of Engineer in charge. tolerance limit in Size shall be (+/- 1mm) in all dimensions sqm

222 NSI Providing and laying polyethylene sheet of 400 microns thick as per ISO 2508:1984, over 6 mm thick well compacted bed of fine sand on the base course with overlaps of not less than 75mm longitudinally and 75mm transversly, complete as per specifications and directions of Engineer-in-charge. sqm

223 NSI Providing and laying expansion joint 25mm thick using expanded polyethylene foam expansion joint filler pad in sheet and 30mm dia non-cross-linked Expanded polyethylene armour rod as per manufacturers specifications. Density of expansion pad shall be 80-100 kg/cum and density of 30mm dia armour rod shall be 24-26 kg/cum, and filled with 10mm deep polysulphide (pour grade) , including painting of sides with polysulphide primer applied in two coats with brushes on the sides of joints at an internval of 30 minutes, armour rods of approved quality fixed with suitable arrangements complete as per particular specifications and directions of Engineer-in-charge. (Polysulphide and primer shall confirm to BS 5212-1990) . sqm

224 NSI Providing and filling polysulphide and laying in two parts with gun/ pour grade polyslphide including primer suitable for polysulphide in construction joint,dummy joints and expansion joints as per direction of Engineer-in-charge. (Polysulphide and primer shall confirm to BS 5212-1990) . Construction Joint with 10 mm dia non-cross linked Expanded Polyethylene armour rod as per manufacturers specifications. cucm

225 NSI Providing and filling polysulphide and laying in two parts with gun/ pour grade polyslphide including primer suitable for polysulphide in construction joint,dummy joints and expansion joints as per direction of Engineer-in-charge (Polysulphide and primer shall confirm to BS 5212-1990) . Dummy Joint with 10 mm dia non-cross-linked Expanded polyethylene armour rod as per manufacturers specifications complete as direction of Engineer-in-charge. cucm

226 NSI Providing and filling polysulphide and laying in two parts with gun/ pour grade polyslphide including primer suitable for polysulphide in construction joint,dummy joints and expansion joints as per direction of Engineer-in-charge (Polysulphide and primer shall confirm to BS 5212-1990) . Expansion Joint with 30 mm dia non-cross-linked Expanded polyethylene armour rod as per manufacturers specifications complete as direction of Engineer-in-charge. cucm

227 NSI Supply and installation of Terracotta tiles made entirely from natural raw materials derived from a sustainable source with superior finish, high strength, low maintenance , tested safety , colour fast, highly resistant to all kinds of weather conditions , fire resistant with density 2.0-2.4 g/sqcm, dry weight 46 kg /sqm, elasticity .305 x 105 as per ISO 17561, water abrasion value 3%, collapsible strength > 7*104N, anti fire performance grade A , thermal shock stability with no crack and burst after 10 times testing JC/T 1080-2008, sound proofing with reduce noise over 9 db , thermal conductivity 0.264 W/m@K, Wind pressure performance Positive 5.0 KPa, Negative 5.0 KPa GB/T 21086-2007, Seismic performance over 10 grade GB/T 18575\GB5011, Acid resistant . Installation up to 10.0 mtr height with Aluminium sections as per structural design all complete as directed by Engineer – in – Charge. sqm 0 0

228 NSI Providing, Supplying and installing at site GRC Jallis (Grills), as per drawing detail made up of mainly White cement, High Silica sand, AR Glass fibre, Admixtures, Hand cast or spraymix, cast premix process as per details provided in the drawings and site requirements/measurements and as per approved finish and color shade, with sealers and hardwares required, all in accordance with the manufacturer's specifications and conforming to Indian/ASTM standards, along with submission of shop drawings for approval, complete in all respects as per direction of Engineer-In-Charge. sqm

229 NSI Providing of 2 - 3 mm average thick layer of cementations smoothening compound of UZIN NC 149 sh or equivalent as recommended by the Vinyl sheet flooring manufacturer over and including a priming compound of UZIN PE 360 sh or equivalent as recommended by the Vinyl sheet flooring manufacturer and installation team on concrete surface to provide a smooth & homogenous surface for laying of vinyl sheet flooring complete to the entire satisfaction of Engineer-in-charge. sqm 0 0 0

230 NSI Vinyl sports flooring Providing and installation of Vinyl Sports Sheet Flooring 1.8m wide and 15 m long, having a nominal total thickness of 6.5mm. The wear surface shall be 0.7 mm and PUR coated with UV Treatment. Athleta shall conform to flammability Class Cfl as per EN 13501-1;Shock Absorption more than 37%; sliding coefficient of 0.45-0.65; energy return of 0.40m/s; vertical deformation of 2.8 mm and sound insulation of 23-25 db. Impact Resistance of 8N/M (as per DIN18032); Abrasion Resistance of 7 mm, Indentation Resistance of 0.6mm (as per EN1016), Friction Coefficient of 0.6 (as per GB/T14833-1993) and Rebound Coefficient of 0.86 (as per GB/T14833-1993). Design and shade to be as per architect choice, it should be installed by authorised dealer in India . sqm 0 0 0

TOTAL (Carried Over to Summary of Civil Non-schedule Work)

231 NSI Model no: MANTO •Back Finish - Plastic Shell (Red and Blue colour) •Seat Finish - Plastic Shell (Red and Blue colour) •Base Type -Sledge base, powder-coated in Silver color •Stackability - up to 6- high on the floor. Seat size - 446 W X 430 D , back height (From Seat to Top of Back Frame) is 410mm . The chair comes with sledge base of size 500 W x 490 D Need to be placed in covered area. No's 12 6285

Outdoor Table:-W1800xD900xH750mm

232 NSI Providing & Fixing of league plus cafe table of 750mm Ht. The Worktop shall be made of 25mm Prelamparticle Board of Grade II , Type-II as per IS:12823 and backing laminate of 0.6mm All the exposed edges are finished with 2mm thick PVC lipping machine pressed. Legs are made of powdered coated steel 50mmx 50mm Section. Cross Member are in CRCA steel and the Beam is made of MSof 1.5mm thickness in powder coated finish of 50 microns thickness . The above furniture should be as per specification and sample approved by client.Need to be placed in covered area. No's 3 22752

233 NSI Providing and Supplying Sofa the Structure is made of Seasoned Wood and Ply . The Structure has Polyurethane Foam pasted and Further Upholstered with Fabric. The Armrests are also upholstered with Foam and Fabric. . Understructure is Metal SS / Powder Coated Legs with Buffers. This is provided in 1,2 or 3 seater configurations as per client requirement. Fabric Colour as per Engineer in Charge. 3 Seater Sofa No's 1 62772

234 NSI Providing and Supplying Sofa the Structure is made of Seasoned Wood and Ply . The Structure has Polyurethane Foam pasted and Further Upholstered with Fabric. The Armrests are also upholstered with Foam and Fabric. . Understructure is Metal SS / Powder Coated Legs with Buffers. This is provided in 1,2 or 3 seater configurations as per client requirement. Fabric Colour as per Engineer in Charge. 1 Seater Sofa No's 2 25975

Centre table :-W900xD500xH400mm

235 NSI Centre table in position with sizes 900 mm L x 500mm D x 400mm H with completely made of 25mm thick prelaminated particle. The Table have one pull out drawer and another shelf at lower level. 25mm thick particle board Top with edges sealed with PVC lipping. 25mm thick particle board Gable ends with edges sealed with PVC lipping. 18mm thick particle board Modesty panel with edges sealed with PVC lipping. 0-20mm adjustable levelers. 1 Drawer. No's 1 12466

Corner table :-W500xD500xH400mm

236 NSI Corner Table having dimension 500mm L x 500mm W x 400mm H with completely made of 25mm thick prelaminated particle board . Verticals also made of 25mm Particle board. All edges are sealed with 2 mm thick PVC Lipping. 25mm thick particle board Top with edges sealed with PVC lipping. 25mm thick particle board Gable ends with edges sealed with PVC lipping. 18mm thick particle board Modesty panel with edges sealed with PVC lipping. 0-20mm adjustable levelers. No's 1 9099

237 NSI Providing and fixing Periodical Display Unit in position of the periodical display units as per the drawing. It shall haverigid knock down construction and made of prime quality CRCA steel - panels of 0.8 mm thick and side panels 25mm thick pre-laminated particle board (PLB) with laminate on both sides. It shall have dimensions -895mm L X400mm D X1800mm Ht (Incl. 85mm Skirting). Add on units shall be provided such that these can be stacked width wise to form a bank of racks having common side panel. It shall have 5 level racks per unit. Display tray shall be suitable for magazines and periodicals. It shall have resending facility to access the storage behind and shall be sliding on plastic rollers. It shall be epoxy polyester powder coated to the thickness of 50microns (+/-10).All complete as per design, drawing and asper specifications / additional specifications & as directed by Engineer-in-Charge. The above furniture should be as per specification and sample approved by client. No's 2 45496

Conference Table:-W3450xD1200xH750mm

238 NSI Providing & Fixing of Confetrence table of Size 3450mm L x 1200mm W x 750mm H. The Worktop shall be made of 25mm Prelamparticle Board of Grade II , Type-II as per IS:12823 and backing laminate of 0.6mm All the exposed edges are finished with 2mm thick PVC lipping machine pressed. Legs are made of Aluminum Extrusion of 1.6mm thickness with aesthically designed elliptical Cover sections . Legs are designed to facilitate wire management . Cross Member are in CRCA steel and the Beam is made of MS and has size 75x50 mm of 1.5mm thickness in powder coated finish of 50 microns thickness and is connected with legs to allow for traversing of wires horizontally. The beam raceway provided with slots for fixing data and electrical switches and sockets for each user under the table. The above furniture should be as per specification and sample approved by client. No's 1 53954

Conference Chair

239 NSI Providing and supplying Medium back chair with Mesh Back with back tilt tension adjustable . The chair has Anchored Lumber Support . The Chair has Nylon base with 50 mm twin wheel castors .Chair comes with 1-D adjustable PP armrests . Seat size is 500 mm W x 520 mm D and the Chair Height 985 mm - 1080 mm . Overall size of the chair is 635mm W x 605 mm D x (985 mm- 1080mm) H . The PU foam used for chair seat is fire retardant . The chair has Pneumatic Gas Lift with Stroke=85 mm . No's 12 13468

Dining Table:-W1800xD900xH750mm

240 NSI Providing & Fixing of league plus cafe table of 750mm Ht. The Worktop shall be made of 25mm Prelamparticle Board of Grade II , Type-II as per IS:12823 and backing laminate of 0.6mm All the exposed edges are finished with 2mm thick PVC lipping machine pressed. Legs are made of powdered coated steel 50mmx 50mm Section. Cross Member are in CRCA steel and the Beam is made of MSof 1.5mm thickness in powder coated finish of 50 microns thickness . The above furniture should be as per specification and sample approved by client. No's 4 22752

241 NSI Model no: MANTO •Back Finish - Plastic Shell (Red and Blue colour) •Seat Finish - Plastic Shell (Red and Blue colour) •Base Type -Sledge base, powder-coated in Silver color •Stackability - up to 6- high on the floor. Seat size - 446 W X 430 D , back height (From Seat to Top of Back Frame) is 410mm . The chair comes with sledge base of size 500 W x 490 D No's 20 6285

Manager Main Chair

242 NSI Providing and supplying Medium back chair with Mesh Back with back tilt tension adjustable . The chair has Anchored Lumber Support . The Chair has Nylon base with 50 mm twin wheel castors .Chair comes with 1-D adjustable PP armrests . Seat size is 500 mm W x 520 mm D and the Chair Height 985 mm - 1080 mm . Overall size of the chair is 635mm W x 605 mm D x (985 mm- 1080mm) H . The PU foam used for chair seat is fire retardant . The chair has Pneumatic Gas Lift with Stroke=85 mm . No's 4 13468

Manager Visitor Chair

243 NSI Providing and fixing Medium Back Mesh Chair with Lumber Support, Seat Size 510mm W x 510mm D, Back Size 480m W x 520mm Ht . The chair comes with PP arms , Nylon base with 50mm castors . The chair has Push Back Mechanism .The chair comes with Pneumatic Gas Lift of Stroke=95 mm . Seat Height Minimum 480mm from Ground and Maximum 570mm. Overall size of the chair is 620 mm W x 680 mm D x (950 mm- 1050mm) H .The Chair Warranty : 3 Years. No's 8 10623

244 NSI Providing & Supplying Cabin Table with Main Table Dimension 1800mm L x 750 mm D and side storage 900mm L x 450mm D . The Worktop is made of 25mm thick Prelaminated particle board with 2 mm thick PVC Lipping on the edges. The worktop is supported on Loop Shape Metal Legs 50mm x 50mm , powder coated understructure with Laminate Modesty panel. The Metal legs are connected by Metal Beams for stability and . The tables have metal inserts on underside for modularity. Colour as per direction of Engineer in Charge. Side Storage is a combination of 3 Drawer Pedestal unit and a hinged door unit. Side Storage body is made of 18mm thick pre laminated partical Board conforming to IS : 12823. The back of the unit is made from 18mm prelaminated board. All the exposed edges are with 2mm PVC egde Imported banding & sealed edges are with 0.8mm thick PVC Imported edge banding. The top, side and hinged shutters are sealed with 2mm thick PVC edge banding. The units are assembled by knock down fittings such as Minifix & Dowels. All the hardware and Hinges are from Hettich/Ebco. Main Table:-W1800xD900xH750mm No's 4 25975

245 NSI Providing & Supplying Cabin Table with Main Table Dimension 1800mm L x 750 mm D and side storage 900mm L x 450mm D . The Worktop is made of 25mm thick Prelaminated particle board with 2 mm thick PVC Lipping on the edges. The worktop is supported on Loop Shape Metal Legs 50mm x 50mm , powder coated understructure with Laminate Modesty panel. The Metal legs are connected by Metal Beams for stability and . The tables have metal inserts on underside for modularity. Colour as per direction of Engineer in Charge. Side Storage is a combination of 3 Drawer Pedestal unit and a hinged door unit. Side Storage body is made of 18mm thick pre laminated partical Board conforming to IS : 12823. The back of the unit is made from 18mm prelaminated board. All the exposed edges are with 2mm PVC egde Imported banding & sealed edges are with 0.8mm thick PVC Imported edge banding. The top, side and hinged shutters are sealed with 2mm thick PVC edge banding. The units are assembled by knock down fittings such as Minifix & Dowels. All the hardware and Hinges are from Hettich/Ebco. Side Storage:-W900xD450xH750mm No's 4 17766

Almirah :-W900xD450xH1660mm

246 NSI Providing & Supplying Cabinet . It shall have dimensions 900mm (W) x 1660 mm (H) x 450 mm (D) and shall be made of prime Quality CRCA 0.8mm thk for all the body panels and shelves having top & bottom stiffeners in 0.8mm CRCA steel.. Shelves are adjustable in variable heights and shall have Uniformly Distributed Load capacity of 50 Kg per shelf . The vertical sides of storages from inside have contineous slots for mounting variable height shelves. Complete carcass is finished with Epoxy polyester powder coating finish 50 +/-10 microns 2)Facia : The cabinet shutters are made of Metal 3)Handles : Handle Shall be aesthetically designed D handles in SS finish. 4) Locking Mechanism: Locking Mechanism shall be Cam lock in Metal Door. 5)Levellor: It also have adjustable Leveler with plastic base with height adjustment up to 15mm. The above furniture should be as per specification and sample approved by client. No's 8 25975

TOTAL (Carried Over to Summary of Civil Furnituer Work) 1324853

Plumbing & Fire Fighting Work Non-schedule Items

INTERNAL PLUMBING & SANITATION WORK

247 NSI Providing & fixing C.P. Brass health faucet for ablution with 1 meter long PVC tube, hand shower, couplings, wall hook and other accessories. each 130 12 875

248 NSI Providing & fixing CP brass Overhead shower with shower arm, Hand Shower 95mm dia and Easy flex Tube with accessories complete I all respect each 130 0 6835

249 NSI Providing & Fixing fully automatic No Touch hand dryer of ABS body, suitable to operate on 220 V / 50 Hz AC power, 1650 Watt, having < 30 sec drying time, 1 min. auto cut complete with brackets. each 0 4 6755

250 NSI Providing & fixing C.P. Brass Double coat Hooks with CP screws. each 130 12 540

251 NSI Providing and fixing of C. P. brass towel rail 600 x 20 mm size complete with C.P. brass brackets each 130 0 1340

252 NSI Providing and fixing of C. P. brass towel ring complete with C.P. brass brackets each 130 6 850

253 NSI Providing and fixing CP Brass liquid soap dispensor 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket and all fittings of the same material of approved quality and colour. each 130 10 1510

254 NSI Providing and fixing S.Steel paper dispenser capacity (auto cut paper towels) with accesaries and complete in all respect. each 0 4 7820

255 NSI Providing & fixing of approved coloured verticle type hot water geysers. The inner container shall be made of copper sleeve with PUF insulation between inner and outer container, element pipe and heating element, pressure cum vaccume release, thermostat and thermal cutout arrangements and fusible plug. The outer container shall be of powder coated finish with all other accessories including fixing brackets complete as required. each 130 0 11260

256 NSI Wall Mountable Water Purifier With Transparent Cover. Mineral ROTM Technology - Double Purification by RO+UF with TDS Controller. each 26 0 9130

257 NSI Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipes for soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors), reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382.

The Pipes will be supported with threaded G I rods & U clamps with nuts, washers etc on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site.

110 mm dia (Wall Thickness - 3.2 to 3.8 mm) metre 2300 91 660

75 mm dia (Wall Thickness - 3.2 to 3.8 mm) metre 240 10 460

258 NSI Providing, fixing, jointing and testing in position ISI marked (IS:4985) UPVC pipes of min 6 Kg/ Sqcm rating with fitting for waste pipe from fixtures to floor trap including reduces, enlarger, socket, couplers, bends, tees etc including fixing at wall/ ceiling level supported by clamp & hangers etc. cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required.

32 mm dia. metre 240 22 115

40 mm dia. metre 0 13 115

259 NSI Providing & fixing UPVC Floor trap of self cleansing design with stainless steel grating complete in all respects.

Multi Floor Trap (5" Ht) with height raiser and branch saddle strip of 50/75 mm outlet each 1 1 290

Plain Floor Trap (4" Ht) with 50 / 75 outlet and with height raiser each 168 8 335

P-Trap type Floor Trap 110 x 75 mm each 168 12 440

260 NSI Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. each 337 21 140

261 NSI Providing & fixing of SS Floor Cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. each 0 8 625

262 NSI Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipes for rain water disposal, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors), reducers, couplers, expansion joints / bellows, cowels, clamps, rubber rings, MS gratings over pipes of bell mouth construction with epoxy painting etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382.

The Pipes will be supported with threaded G I rods & clamps on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site.

110 mm dia metre 680 52 555

263 NSI Providing, fixing, jointing and testing in position flowguard CPVC sch 40 pipes with sch 80 fittings confirming to ASTM F 441 suitable for cold and hot water supply in exposed works complete with all necessary fittings i.e. elbows, tees, bends, couplers, reducers, unions, plugs, clamps including jointing the pipe and fitings by solvent cement over primer coat as per ASTM F 493 including proper supports and clamped including building expansion loop wherever pipe crosses exp joint, complete as required by the Engg-in-charge for proper completion of the work.

65 mm ID (min wall thickness - 5.16 mm) each 110 0 1330

80 mm ID (min wall thickness - 5.16 mm) each 90 0 1730

100 mm ID (min wall thickness - 5.16 mm) each 40 0 2440

264 NSI Providing & fixing of hand lever operated forged brass body full way ball valve type isolating valve having forged brass hard chrome plated mirror finish ball, steel handle with PVC grip, teflon seat, screwed ends tested to a pressure of 15 kg/sqcm complete.

15 mm nominal bore each 320 0 525

20 mm nominal bore each 28 4 720

25 mm nominal dia each 65 4 1110

32 mm nominal bore each 24 3 1880

40 mm nominal bore each 1 0 2720

265 NSI Providing & fixing brass ball float valve with bronze floats of approved quality complete.

20 mm nominal dia each 0 1 1400

25 mm nominal dia each 1 2 1745

32 mm nominal dia each 2 0 3375

266 NSI Providing & fixing of medium class G.I.spout up to 300 mm. length including cutting and making good the walls and floors etc. as required.

a) 25 mm dia each 40 20 90

267 NSI Supply & fixing in position ISI marked cast iron double flanged butterfly valves (PN 1 MPa) as per IS:13095, with SS disc, shaft, seating rings, internal fastening, nitrile rubber lining, nuts, bolts including transporting to worksite, 3 mm thick rubber gaskets etc. including testing, Complete as per drawings & directions of the Engineer-in-charge.

80 mm nominal dia each 1 0 4795

100 mm nominal dia each 1 0 6430

TOTAL (Carried Over to Summary of INTERNAL PLUMBING & SANITATION WORK)

EXTERNAL PLUMBING & SANITATION WORK

268 NSI Providing & fixing of hand lever / butterfly handle operated forged brass body full way ball valve type garden hydrant valve with brass hose nippul having forged brass hard chrome plated mirror finish ball, steel handle with PVC grip, teflon seat, screwed ends tested to a pressure of 15 kg/sqcm complete.

15 mm nominal bore Each 18 555

269 NSI Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg. 20 mm nominal size) for thrust blocks at bends and junctions of water lines including necessary excavation, centering, shuttering etc as directed and required at site to complete the work.. Cum. 2 8030

270 NSI Supply, laying, jointing, testing and commissioning of ISI marked H.D.P.E. pipes (PE 100) as per IS : 4984, including transportation upto the site, jointing by electro fusion welding for upto 110 mm dia pipe and butt fusion welding for above 110 mm dia pipe, providing and fixing all fittings i.e. bends, tees, couplers, junctions, tapers, reducers, adopters, end caps, flanges with nut and bolts for fixing of appurtenances complete in all respects. Upto 110 mm dia pipe will be supplied in coils only.

110mm nominal bore metre 374 1875

271 NSI Supply, fixing in position, testing ISI marked cast iron double flanged sluice valves as per IS:14846-2000, (PN 10) with SS stem, bolts, nuts, 3 mm thick rubber gaskets including transporting to worksite, Complete as per drawings & directions of the Engineer-in-charge.

100 mm nominal dia Each 2 17725

272 NSI Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg. 20 mm nominal size) for thrust blocks at bends and junctions of water lines including necessary excavation, centering, shuttering etc as directed and required at site to complete the work.. Cum. 3 8030

TOTAL (Carried Over to Summary of IEXTERNAL PLUMBING & SANITATION WORK

FIRE FIGHTING WORK

273 NSI Supply & erection of ISI marked portable fire extinguishers, wall mounted type, wall brackets complete in all respect as per standard item with all accessories, delivery hose & nozzle whereever required, including fixing on walls as per the directions of Engineer-in-charge.

Water CO2 type. 9 Lt.capacity (IS:940) Each 7 2 4550

CO2 gas type. 4.5 kg. Capacity (IS:2878) Each 7 2 4704

274 NSI Supply & fixing of 4 nos. G.I. round bottom fire buckets of 9.5 liters capacity filled with sand including proper supporting / mounting arrangements in MS angle iron frame, painted by fire red colour over two coats of red oxide paint and written with white paint "FIRE" complete in all respects as per the directions of Engineer-in-charge. Set 1 1 3620

275 NSI Providing & fixing standard carbon steel fireman axe with rubber insulated handle tested to 20000 Volts. Each 7 0 705

276 NSI Providing & fixing 25 mm dia air release valve with forged brass body full way ball valve type isolating valve, flanges / union, suitable for sprinkler / wet riser / down comer system with all necessary connections complete in all respects.

25 mm dia air release valve Each 1 1 2795

277 NSI Providing and fixing standard fire hose cabinet (900 / 1000 / 1200 mm x 2000 mm x 450 / 600 mm) indoor type suitable for accomodating internal hydrant, hose reel made of not less than 16 SWG MS sheet having full fronted glass hinged door (5 mm thick glass) including necessary locking arrangement with handle for housing two nos. 15 meter long fire hose pipes, 30 meter long hose reel, branch pipe and hydrant valve as required as per drawings, including brackets for mounting accessories, painting (one coat primer and two coat of fire red colour). The cabinet shall be mounted on suitable raised platform. The words "FIRE HOSE" to be painted on the box. NOS 7 2 8690

278 NSI Providing and laying of ISI marked Aluminium conductor, XLPE insulated, armoured, served, sheathed Cable 1100 V grade with terminal joints by palm or pin type cable sockets (lugs), insulating with tapes, double compression type brass and nickle plated compression glands. On surface, the cable run shall be on MS cable trey or fixed on M.S. clamps etc.of suitable size or as directed by engineer-in- charge, complete in all respects. In ground the cable shall be laid at a depth of 750 mm from ground Level including a cushion of 75 mm thick. Fine river sand alround, duly protected by bricks on sides and top including excavation and back filling of soil or laid in RCC hume pipe as called for. The armouring shall be properly connected with the earth conductor by clamps etc.

4 core 10 sq.mm. meter 20 10

279 NSI Electrical Control panel with starter, 3 Pole motor protection category current limiting type MCCB, indicating light, ammeter, voltmeter, selector switches, CT's, protective fuses, single phasing protection, dry suction cut off etc as required as per standard details.

(For 450 lpm at 35 m Head Pump) Set 0 1 11940

(For 900 lpm at 35 m Head Pump) Set 1 0 13340

TOTAL (Carried Over to Summary of IEXTERNAL PLUMBING & SANITATION WORK

SEWAGE TREATMENT PLANT

280 NSI Design, supplying, installing, testing & commissioning of Sewage Treatment Plant for 50 KLD KLD electro mechanical system based on MBBR Technology. (Excluding all Civil & construction work)

Sewage parameters before treatment:

BOD 250-350 mg/lt

COD 600-800 mg/lt.

SS 200-450 mg/lt.

Oil & Grease upto 50 mg/lt

Desired Sewage discharge standard after treatment are as below:

BOD Less than 30Mg/L

S. Solids Less than 30 Mg/L

COD Less than 250 Mg/L

Oil & Grease Less than 10 Mg / L

Sewage Treatment plant shall include the following Civil Units in RCC 25 :

Screen Chamber & O&G Tank 3 KL in No 1

Sewage Equalization Tank 17 KL in No 1

MBBR Tanks 6.5 KL in No 2

Tube Settler 4.5KL in No 1

Chlorine Contact Tank 6KL in No 1

Sludge Holding Tank 5KL in No 1

Treated Water Tank 20 KL in No 1

Plant Room & Foundation 120sqf in No 1

Vendor to provide detailed GA drawings (Plan & Section), P & I diagram, schematic diagram for the above mentioned component and additional component if so required for the complete working of the STP and got it approved by the Owner’s Architect / Project Manager / Consultants. Contractor shall also ensure approval of his design process from all concerned local authority

Supply, installation, testing & commissioning of SS screen perforated 8-10 mm size of both screen is 600x800 mm Nos. 2

Supply, installation, testing & commissioning of level indicators and controllers for automatic operation of the complete system with high/low level alarm complete with auxillary NO/NC contacts. (Required in equalization tank, chlorine contact tank, sludge holding tank ). Set L/s l/s

Supply, installation, testing & commissioning of Submersible, non clogging type pumps capable of handling solids upto 35-50mm having CI casing & impeller complete with mechanical seal & all accessories, motor of required capacity. Delivery header with isolation valve, pressure gauge on delivery line with isolation cock. Pumps shall have following duty Make: Crompton Greaves /CRI

Submersible Effluent Transfer Pumps

Flow Rate (each) = 2.5 m3 / hr 1W+1S

Head = 8-10 Mtr Nos. 2

Plant Room Sump Pumps

Flow Rate (each) = 5 m3 / hr 1W+1S

Head = 10-12 Mtr Nos. 2

Sludge Recirculation Pump

Flow Rate (each) = 3m3 / hr 1W+1S

Head = 8-10 Mtr Nos. 2

Make : Kirloskar/M&P/CRI/CG

Air diffusion system shall include the following:

Supply, installation, testing & commissioning of Twin lobe, rotary Air blower capable of delivering 220 cum/hr of free air at required pressure (0.5kg) driven through “V” belt or directly coupled through flexible coupling to a TEFCmotor of suitable HP Suitable for 415 ± 10% volts, 3 phase, 50 cycles A/C supply. Make: Everest/Kay/Ingarsollrand

Air Blowers (1W + 1S)

Flow Rate (each) = 60 m3 / hr Nos. 2

Air piping shall comprise of MS piping in Areation Tank & Plant room & PVC Piping in Submerged complete with all fittings such as tees, crosses, plugs, sockets, elbows, reducers, paint,supports & clamps, puddle flanges etc cutting chases & making good the wall wherever required. Contactor to submit detailed P & I indicating their proposal. Lot 1

Non-clog type air dispersion system capable of handling required 3-5 cfm of air with oxygen transfer efficiency. Air dispersion grid shall be assembled in modular form so that they can be replaced / repaired easily from plat form at the top. (Coarse bubble membrane diffusers ) Make : Quasys Lot 1

Air dispersion system shall be provided for MBBR Tank, Equalization Tank, and Sludge Holding Tank.

Providing and fixing all interconnecting piping (as described below) and isolation control valves for making the system complete. The piping material shall be MS 'C' class.

CPVC/SS 304 : Submerged air piping .

MS Epoxy : Air piping & pumped effluent riser ( non-submerged)

PVC piping : Pumped effluent (submerged) & tank

MS Piping : Interconnecting pipe line after delivery header of pump / filter Lot 1

Supply, installation, testing & commissioning of Chlorine dosing system with dosing solution and a 100 ltrs HDPE tank with 0-10 lph dosing pump. Make: E dose Set 1

Supply, installation, testing & commissioning of MBBR Media MOC: PP in MBBR Tank Make : Quasys/MM Aqua/Cooldeck Lot 1

Supply, installation, testing & commissioning of Tube Deck Media MOC: PVC in Tube Settler Tank Make : Quasys/MM Aqua/Cooldeck Lot 1

Supplying, installing, testing & commissioning of centrifugal Filter Pump, CI body, CI impeller. with mechanical seal alongwith motor. , pressure gauge with isolation cock, Isolation valve, mechnical seal,NRV on delivery line. Isolation valve. The pump shall be suitable for 415±10% volts 3 phase AC supply Make: Kirloskar/Johanson/Mather & Platt

Filter feed pumps:

Capacity : 3 Cum/hr. 1W+1S

Head : 30 Mtrs Nos. 2

MULTI GRADE FILTER

Supply, installation & testing and commissioning of vertical floor mounted FRP pressure type Multi Grade filter of suitable size, provided with an inlet distributor complete charge with media like pebbles, gravels, sand etcThe vessel with frontal piping & valves, back wash system & filter media etc. complete with standard fittings, pressure gauge at inlet & outlet, sampling cock, rinse drain valve, air vent valve with piping.

Flow rate = 3000 Lit/hr

Vessel Dia = 473 mm

Filteration rate = 15 M3/M2/Hr

Working pressure = 3.5 Kg/Sq.cm. Set 1

ACTIVATED CARBON FILTER

Supply, installation & testing and commissioning of vertical floor mounted FRP pressure type Activated Carbon filter of suitable size, provided with an inlet distributor complete charge with media like pebbles, gravels,Activated Carbon etcThe vessel with frontal piping & valves, back wash system & filter media etc. complete with standard fittings, pressure gauge at inlet & outlet, sampling cock, rinse drain valve, air vent valve with piping.

Flow rate = 3000 Lit/hr

Vessel Dia = 473 mm

Filteration rate = 15 M3/M2/Hr

Working pressure = 3.5 Kg/Sq.cm. Set 1

Supply Installation & Commissioning of SS 304 Basket type centrifuge System for Sludge Drying purpose Basket Size 12" along With Sludge Feed Pump Make : Airtech/Eqv Set 1

Supply, installation, testing & commissioning ofElectromagnetic Flow meter Size : 1.5" Make: Adept/Aster/Eqv No. 1

Supply Installation & Commissioning of UV Disinfaction System Constructed in SS 304 Waste Water Type Capacity 3m3/hr make : Alfa/Sukrut Set 1

Providing, fixing, testing and commissioning of single stage, horizontal, centrifugal, 2 pole, single/three phase, 50 HZ, AC, monoblock pumps Flushing Water Transfer Pump (as per IS : 9079) incorporating C.I. casing and frame, carbon steel shaft, bronze shaft sleeve mounted on greese lubricated deep groove ball bearings, cast iron impeller, TEFC induction motor directly coupled to the pump, IP44 protection, class B insulated, hydraulically and dynamically balanced to give vibration free operation, with mechanical seal arrangement, fixed on a base plate with suitable vibration eleminator pads complete with RCC foundation, bolts grouted in 100 mm thick CC blocks of 1:2:4, complete with pressure gauge on the delivery side including provision of foot valve, non-return valve, isolating valves, strainer on suction and delivering sides as required, suction and delivery headers complete in all respects. (The cost of necesary pipes and valves shall be seperate). The duty of pump shall be -

(Make : Grundfos / WILO / ITT / DP / Nocchi)

Discharge : 140 liter per minute at 65 meter head (1 set comprises of two number pumps (1w+1s)) To OHT set 1

STP ELECTRICAL PANEL

Design, fabrication, assembling, wiring, supply, installation, testing and commissioning of motor control centre fabricated out of 14 gauge CRCA sheet steel. Cable gland plates shall be provided on top as well as at the bottom of the panels. Panels shall be treated with all anticorrosive process before painting as per specifications with 2 coats of red oxide primer and final approved shade of powder coated paint. 1 No. earthing terminals shall be provided for 3 phase, 4 wire, 50 Hz supply system. Lifting hooks shall also be provided in case of large panels.

Motor Control Centre

100 amps TPN MCCB with the following accessories:

a. 0-500 volts 96 x 96 mm square electronic voltmeter with selector switch shall be protected by 2 amps TP MCB. 1 Set

b. 0-200 amps 96 x 96 mm square electronic ammeter with selector switch and 125./5 amps 10 VA CL:1 CTs. 1 Set

c. Phase indicating lamps shall be protected by 2 amp SP MCB 3 Sets

200 amps TPN (15 KA) copper bus bar with heat shrinkable insulation sleeves.

a. Required Nos of required capacity TPN MCB for direct on line starter/star delta starters and out going feeders to all the pumps/blowers etc. (including standbies). Each compartment shall contain auto / manual selector switch and indicating lamp with MCB’s for ‘ON/OFF/TRIP’ status of motor

b. Spare MCB’s of following capacities:

i. 16 amps TPN MCB’s 2 Nos.

c. Necessary cable alleys, internal / cabling, wiring, cabling from MCC to various pumps / equipment and interlocking, earthing for all equipment shall also included

a. All MCCBs / MCBs shall be of 15 KA breaking capacity and suitable for motor duty application.

b. All motor starters shall be provided with Automatic level controller

c. DOL starters shall be used for mototrs below 10HP and Star-Delta Starters for other motors .

d. Provision shall be made for providing potential free contacts to all pumps starters

MCC for all STP equipments/pumps as described in sub head II

e. All MPCB, Contactor,Overload Relay Shall be L&T & ABB Set 1

Supplying, installing, testing & commissioning of Cables , Conector, Cable Trays, to make Electrical Installation Complete.

Type - Armoured 3 core , 4core

Capacity - As per the control panel and machines to connected.

Size of cable - as required.

Qty - As required

Type - Slotted GI

Size - 2" x 4" x6" or as required.

c) Cable Tray Support

Quantity - As per site requirment of approved quality. Lot 1

TOTAL OF Compiled STP No 1 2306290

TOTAL (Carried Over to Summary of SEWAGE TREATMENT PLANT

WATER TREATMENT PLANT FOR UNDERGROUND TANK

281 NSI PUMPS, PANELS AND RELATED PIPES & ACCESSORIES

Providing, fixing, jointing and testing in position ISI marked (IS : 1239) G.I pipes (Heavy class-C) manufactured from seamless pipes, complete with all necessary G.I fittings i.e. sockets, elbows, tees, bends, reducers, unions, plugs, supports, clamps, Hangers. The Galvanization shall conform to IS : 4736. The work shall include the painting with two coats enamel paint of approved quality and shade over a coat of primer on exposed pipe works, complete as required by the Engg-in-charge for proper completion of the work.

(Make : Jindal (Hissar) / Prakash Surya)

40mm nominal bore (wall thickness - 4.8 mm) R.M. 30

50mm nominal bore (wall thickness - 4.8 mm) R.M. 30

80mm nominal bore (wall thickness - 4.8 mm) R.M. 10

100mm nominal bore (wall thickness - 4.8 mm) R.M. 20

Providing and fixing in position M.S. / G.I. pipe one side flanged sleeves of suitable long (heavy class) with M.S. puddle flange fabricated out of 6 mm thick MS plate in RCC walls of water tanks / retaining walls during the time of casting the same including hot dipped galvanization after fabrication and painting with two coats of anti corrosive paint over primer.

80 NB (IS 1239 - C Class) Nos. 10

100 NB (IS 1239 - C Class) Nos. 5

150 NB (IS 1239 - C Class) Nos. 3

Providing and fixing in position M.S. / G.I. pipe both side flanged sleeves of suitable long (heavy class) with M.S. puddle flange fabricated out of 6 mm thick MS plate in RCC walls of water tanks / retaining walls during the time of casting the same including hot dipped galvanization after fabrication and painting with two coats of anti corrosive paint over primer.

65 NB (IS 1239 - C Class) Nos. 3

80 NB (IS 1239 - C Class) Nos. 3

100 NB (IS 1239 - C Class) Nos. 1

Providing and fixing in position M.S. / G.I. pipe one side screwed sleeves of suitable long (heavy class) with M.S. puddle flange fabricated out of 6 mm thick MS plate in RCC walls of water tanks / retaining walls during the time of casting the same including hot dipped galvanization after fabrication and painting with two coats of anti corrosive paint over primer.

65 NB (IS 1239 - C Class) Nos. 4

80 NB (IS 1239 - C Class) Nos. 4

Supply & fixing in position ISI marked cast iron double flanged butterfly valves (PN 16) as per IS:13095, with SS disc, shaft, seating rings, internal fastening, nuts, bolts including transporting to worksite, 3 mm thick rubber gaskets etc. including testing, Complete as per drawings & directions of the Engineer-in-charge.

(MAKE : Venus / IVC / SKS / Zoloto / Audco / Advance)

40 mm nominal dia Nos. 4

50 mm nominal dia Nos. 4

Providing & fixing cast iron body strainer made up of SS screen tested to a min. pressure of 15 kg/sqcm complete with flanged ends as required. (make : CIM / Zoloto / Audco / Advance)

40 mm nominal bore Nos. 1

50 mm nominal bore Nos. 1

Supply, installing, testing and commissioning of non clog submersible type drainage / dewatering pump suitable for automatic operation, float valve operated, automatic / manual operation, including NRV & all accessories, nlet & outlet arrangements, required cable etc. complete in all respects. (Make : Grundfos / ITT / WILO / DP / Nocchi / KSB)

3 lps at 10 meter, 10 mm max particle size, 50 Hz, 240 volts, IP 68, F insulation, Float level switches, impeller in CI / Polypropylene, casing in CI / polyurethan and shaft in stainless steel (1 set comprises of two number dewatering pumps - for pump house drainage) Set 1

Providing, fixing, testing and commissioning of single stage, horizontal, centrifugal, 2 pole, single/three phase, 50 HZ, AC, monoblock pumps Domestic Water Transfer Pump (as per IS : 9079) incorporating C.I. casing and frame, carbon steel shaft, bronze shaft sleeve mounted on greese lubricated deep groove ball bearings, cast iron impeller, TEFC induction motor directly coupled to the pump, IP44 protection, class B insulated, hydraulically and dynamically balanced to give vibration free operation, with mechanical seal arrangement, fixed on a base plate with suitable vibration eleminator pads complete with RCC foundation, bolts grouted in 100 mm thick CC blocks of 1:2:4, complete with pressure gauge on the delivery side including provision of foot valve, non-return valve, isolating valves, strainer on suction and delivering sides as required, suction and delivery headers complete in all respects. (The cost of necesary pipes and valves shall be seperate). The duty of pump shall be -

(Make : Grundfos / WILO / ITT / DP / Nocchi)

Discharge : 140 liter per minute at 65 meter head (1 set comprises of two number pumps (1w+1s)) To OHT Set 1

Providing, fixing, testing and commissioning of electrical control panel for water supply pumps / equipments with magnetic type level controllers and digital type level indicators. The panel will be suitable for automatic start-stop arrangement of water supply pumps and other equipments as required. The panel will have necessary indication & protection, Star delta starters for above 5 HP pumps & DOL Starters for upto 5 HP pumps, digital ammeter & voltmeter with selector switches on incomer and ammeter with selector switch on all outgoing feeders, phase indicating lights, pump ON / OFF lights, power ON / OFF lights, switches for auto-manual operation of pumps, cyclic convertor for alternate running of working and stand by pumps, overload relays, single phasing preventor, dry suction cut off, necessary contactors inclusive of SS level sensing probes to be installed in water reservoirs for the proper completion of the system.

The system will include Digital type multi level indicator display system of water levels for 3 nos water tanks / compartments.

The control panel will be floor / wall mounted type fabricated out of 14 SWG CRCA MS sheet, IP 54 enclosure, duly powder coated of min. 60 micron thickness of standard seimens grey shade over primer coats with 7 tank treatment for degreasing, derusting, phosphatising & passivation complete. The panel will be compartmentlized with front operation having Separate bus bar and cable alley chamber, ventillation louvers, 415 V electrolitic Aluminium Bus Bar, removable gland plates, cable glands, including connection with outgoing feeders complete in all respect.

The MCCB shall be Ics = 100% Icu, with rotary handle & pad locking arrangement, with trip setting as per load requirement. TP MCCB shall be with solid isolable neutral link. The breaking capacity specified is Ics value. The MCCB shall be of thermo magnetic type. All outgoing MCB's shall be C type with 10 KA breaking capacity.

The system is inclusive of suitable PVC insulated armoured multi core copper control cable FRLS grade of required length with supporting arrangements for the proper completion of the system.

The suitable size PVC / XLPE insulated armoured aluminium conductor power cable from control panel to pumps will be included in above item along with terminations, cable glands & cable trays etc as required. (Cable Make : Universal / CCI / NICCO / Finolex / Polycab / Skytone)

The following pumps shall be controlled by the panel :

(a) One set of water transfer pump set control panel. (The control panel of hydropneumatic pumps will be supplied by the pump manufacturer) (To cut off pump when water level is low in suction tank)

(b) Two sets of tubewell submersible pumps (To cut off pump when water level is high in delivery tank and start when delivery water tank level is low)

(c) One set of filter feed pump of water treatment unit. (To cut off pump when water level is high in delivery tank and start when delivery water tank level is low)

(d) 1 nos. Dewatering Pump Control unit for two nos. single phase pumps, to operate Pumps alternatively and in case of Excess inflow into the Sump, Both Pumps Will Start Automatically With Audio, Visual & Alarm Including All Standard Accessories Like Ammeter, Auto Manual switch, DOL Starter, Indicating Lights, And Pumps On/ Off Lights, Protection MCB, Etc.

(Panel Make : Elegant / Aqua / Advance / Adlec / Ambit / Tricolite / Milestone / Vidyut control / ASES (Agni Suraksha), Swithgear & accessories make : ABB / Schnieder / L&T / Seimens)

INCOMER : 200 AMP FP MCCB (25 KA)

BUS BAR : 300 AMP, 500 Volts, 3 phase 50 HZ TPN high conductivity electrolytic Aluminium bus bar of suitable length, insulated by heat shrinkable sleeves. The current density of bus bar shall be minimum 1.00 sq mm / amp.

1 no 63 AMP TP MCB (10KA) - for Booster pump set panel

2 no 25 AMP TP MCB (10KA) - for filter feed pumps

2 no 32 AMP TP MCB (10KA) - for tubewell pump

1 no 20 AMP DP MCB (10KA) - for dewatering pumps control unit

1 no 25 AMP TP MCB (10KA) - for spare

1 no 32 AMP TP MCB (10KA) - for spare

1 no 63 AMP TP MCB (10KA) - for spare

8 no 6 / 10 / 16 Amp DP MCB (10KA) - for Light / fan / spares Set 1

WATER FILTERATION PLANT

Supplying, installing, testing & commissioning of water filteration plant (for 50 KL per Day) comprising of the following including all necessary inter connecting piping, control valves, electrical cables, control cables, other accessories etc. as directed and required at site to complete the work.

FILTER FEED PUMPS

Providing, fixing, testing and commissioning of single stage, horizontal, centrifugal, 2 pole, 50 HZ, AC, monoblock pumps (as per IS : 9079) incorporating C.I. casing and frame, stainless steel shaft, bronze impeller, TEFC induction motor directly coupled to the pump, IP44 protection, class B insulated, C.I. body, hydraulically and dynamically balanced to give vibration free operation, with mechanical seal arrangement, fixed on a base plate with suitable vibration eleminator pads complete with PCC foundation, bolts grouted in CC blocks of 1:2:4, suitably rated DOL / star-delta starter fixed inside main electrical panel complete with level controller, necessary wiring, pressure gauge on the delivery side and strainer on suction side, including non-return valve and isolating valves on suction and delivering sides as required, including suction and delivery headers complete in all respects.

(Pump make : Kirloskar / Mather+Platt / KSB)

(i) Filter Feed Pumps - 3 nos (1W+1S), having discharge : 5000 lit/hr (each) at 30 meter head

MULTI GRADE FILTER - 1 nos.

Supply, installation & testing and commissioning of vertical floor mounted mild steel pressure type Multi Grade filter of suitable size, provided with an inlet distributor. The vessel is painted externally with epoxy paint with primer and internally with 2 mm thick FRP lining with frontal piping & valves, back wash system & filter media etc. complete with standard fittings like manhole cover, pressure gauge at inlet & outlet, sampling cock, rinse drain valve, air vent valve with piping, bolts, nuts & rubber gaskets.

Flow rate = 5000 Lit/hr at 10 hrs operation

Vessel Dia = 700 mm

Filteration rate = 16 M3/M2/Hr

Shell/ Dish thickness = 6 / 8 mm

Working pressure = 3.5 Kg/Sq.cm.

ACTIVATED CARBON FILTER - 1 nos.

Supply, installation & testing and commissioning of vertical floor mounted mild steel pressure type Activated Carbon filter of suitable size, provided with an inlet distributor. The vessel is painted externally with epoxy paint with primer and internally with 2 mm thick FRP lining with frontal piping & valves, back wash system & activated carbon media etc. complete with standard fittings like manhole cover, pressure gauge at inlet & outlet, sampling cock, rinse drain valve, air vent valve with piping, bolts, nuts & rubber gaskets.

Flow rate = 5000 Lit/hr at 10 hrs operation

Vessel Dia = 700 mm

Filteration rate = 15 M3/M2/Hr

Shell/ Dish thickness = 6 / 8 mm

Working pressure = 3.5 Kg/Sq.cm.

Providing and fixing all piping (GI Piping -Class C) and isolation control Ball / butterfly valves of required sizes and numbers with all accessories, fittings, supports, clamps, double flanged flexicon rubber expansion joint with rubber gasket as per system pressure, nuts, bolts, washers, puddle flanges for all tanks, other flanges, NRV's, flow control valves, flow measurement device, SS 304 screen strainers at suction of clear water pumps, level sensors for automatic operation of all kind of pumps with necessary control wiring upto the control panel, for making the system complete in all respects with anti corrosive protection. Battery Limit for WTP Piping is from Filter Feed Pump Suction including Butterfly Valve & Strainer at main suction line till outlet pipe into under ground tank from Filter header.

Contractor shall include all electrical and mechanical items as required to operate the system automatically/ manually and also include in his rates all water level controller for automatic operation of pumps, electrical wiring, armoured aluminium power cables and copper control cables between panel to various pumps & equipments, cable terminations, double compression glands, GI perforated cable trays to carry cables from panel to various equipments including supports, with all accessories complete as required. Only main power supply upto the WTP panel shall be provided by the owner.

The Contractor shall have to submit detailed GA drawings, P & I diagram, schematic diagram and shop drawings of the water treatment plant indicating all component, piping, valves etc for the complete working of the WTP.

The entire installation shall be complete in all respects including all interconnecting pipe line, control valves, pressure gauge, meters, etc at suitable places including electrical control panel for pumps and plant. The system should be complete in all respects.

TOTAL WTP Work Job 1 1588238

TOTAL (Carried Over to Summary of SEWAGE TREATMENT PLANT

BF Gf 1st 2nd 3rd 4th 5th 6th terrace Total

Construction of Doon Hospital & Medical College at Dehradun, Uttarakhand

Measurement Sheet for Shuttering

Sl. No. Item Code Description in short Unit Measurements Quantity Remarks

No. Length Width Height

19 Centering and shuttering including strutting, propping etc. and removal of form for : ……

5.9.1 Foundations, footings, bases of columns, etc. for mass Shuttering. sqm

Shuttering of Medical College Building Pcc

Longitudinal Direction sqm 2 0.1

Transverse Direction sqm 2 0.1

Lift Pit at all corner sqm 4

Lift Pit at all center sqm 1

Shuttering of Medical College Building RAFT

Grid X-X4 & X25-X29 / Y1-Y25 Sqm 2

Grid X4 - X25 / Y1-Y25 Sqm 1

Grid X29 / Y1-Y25 Sqm 1

Grid X29 / Y6-Y20 Sqm 1

Stiching Slab Grid X25-X26 & X3-X4 / Y8-Y19 Sqm 2

Less FB1 End Sqm 16 (-)

Stiching Slab Grid X19-X23 & X6-X10 / Y12-Y16 Sqm 2

Less FB 3 & FB 4 End Sqm 10 (-)

Stiching Slab Grid X15-X15 / Y14-Y22 Sqm 1

Less FB 4 End Sqm 4 (-)

FB1 Across Grid X25 Sqm 16

Footing F1 Grid X20-X22 / Y13-Y15 Sqm 12

Less FB 3 & FB 4 End Sqm 12 (-)

FB4 Grid X20-X22 / Y13-Y15 Sqm 6

Less Sqm 12 (-)

FB2 Grid X15-X15 / Y14-Y22 Sqm 4

Lift Pit on All Corner Sqm 4 0.999

Lift Pit on Center Sqm 1 0.999

Sump Pit All Sqm 4

Footing F2 (portico) Sqm 4

Sub total Qty. (2) = 55

Total Sub total Qty. (1 )= 5.9.1 1

5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Medical College Retaining Wall On Grid X19 - X29 / Y1 - Y25 up to 99.800 lvl.

Grid X - X2 On Y25 & Y1 sqm 2

Grid X2 - X3 On Y25 & Y1 sqm 2

Grid X3 - X4 On Y25 & Y1 sqm 2 0.999 3.28

Grid X4 - X5 On Y24 sqm 1

Grid X4 - X5 On Y2 sqm 1

Grid X5 - X6 On Y24 & Y2 sqm 2

Grid X6 - X7 On Y24 & Y2 sqm 2

Grid X7 - X8 On Y24 & Y2 sqm 2

Grid X8 - X9 On Y24 & Y2 sqm 2

Grid X9 - X10 On Y24 & Y2 sqm 2

Grid X11 - X12 On Y24 & Y2 sqm 2

Grid X12 - X13 On Y24 sqm 1

Grid X12 - X14 On Y2 sqm 1

Grid X13 - X14 On Y24 sqm 1

Grid X14 - X15 On Y24 & Y2 sqm 2

Grid X15 - X16 On Y24 sqm 1

Grid X15 - X17 On Y2 sqm 1 0.200 3.28

Grid X16 - X17 On Y24 sqm 1

Grid X17 - X18 On Y24 & Y2 sqm 2

Grid X19 - X20 On Y2 & Y24 sqm 2

Grid X20 - X21 On Y2 & Y24 sqm 2

Grid X21 - X22 On Y2 & Y24 sqm 2

Grid X22 - X23 On Y2 & Y24 sqm 2

Grid X23 - X24 On Y2 & Y24 sqm 2

Grid X24 - X25 On Y24 sqm 1 0.999 3.28

Grid X24 - X25 On Y24 sqm 1

Grid X24 - X25 On Y22 sqm 1

Grid X25 - X26 On Y1 & Y25 sqm 2 0.999 3.28

Grid X26 - X27 On Y1 & Y25 sqm 2

Grid X27 - X29 On Y1 & Y25 sqm 2

Grid X27 - X29 On Y20 sqm 1

Grid X27 - X29 On Y6 sqm 1

Grid Y1 - Y4 On X29 sqm 1

Grid Y4 - Y6 On X29 sqm 1

Grid Y6 - Y8 On X27 sqm 1

Grid Y9 - Y10 On X27 sqm 1

Grid Y10 - Y16 On X27 sqm 5

Grid Y16 - Y18 On X27 sqm 1

Grid Y20 - Y22 On X29 sqm 1

Grid Y22 - Y25 On X29 sqm 1

Medical College R/wall 2nd Lift shuttering (99.800 to 101.35) Grid-X19-29& Y1-25

Grid X23-24(2x1)at Y2 m2 1

Grid X24-25(2x1)at Y2 m2 1

Grid X25-27(2x1)at Y1 m2 1 0.999

Grid X27-29(2x2)at Y1-6 m2 1

Grid Y1-6 (2x1)at X20 m2 1

Grid Y6-8 (2x1)at X27 m2 1

Grid Y9-10 (2x1)at X27 m2 1

Grid Y16-18 (2x1)at X27 m2 1

Grid X27-29 (2x2)at Y20-24 m2 1

Grid Y20-25 (2x1)at X29 m2 1

Grid X19-20 (2x1)at Y24 m2 1

Grid X23-24 (2x1)at Y24 m2 1

Grid X24̒-25 (2x1)at Y24 m2 1

Ventilator (V) m2 5

Medical College R/wall 2nd Lift shuttering (99.800 to 101.35)

R/Wall Shuttering X to X18 @Y1,Y2 & Y24,Y25

From R.L-99.8 to 101.35

X15 to X16 @Y24 Sqm 2 0.95

X11 to X14 @Y24 Sqm 2 1.4

X9 to X10 @Y24 Sqm 2 0.95

X6 to X9 @Y24 Sqm 6 1.4

X5 to X6 @Y24 Sqm 2 0.5

X4 to X4' @Y24 Sqm 2 0.5

X3 to X4 @Y225 Sqm 2 0.95

X2 to X3 @Y25 Sqm 2 0.95

X to X2 @Y25 Sqm 2 0.95

Y24 to Y25 @X Sqm 2 0.95

Y1 to Y2 @X Sqm 2 0.95

X toX2 @Y1 Sqm 2 0.95

X2 to X3 @Y1 Sqm 2 0.95

X3 to X4 @Y1 Sqm 2 0.95

X4 to X5 @Y2 Sqm 2 0.5

X5 to X6 @Y24 Sqm 2 0.5

X6 ri X7 @Y2 Sqm 2 1.4

X7 to X8 @Y2 Sqm 2 1.4

X8 to X9 @Y2 Sqm 2 0.95

X9 to X10 @Y2 Sqm 2 0.95

X11 to X12 @Y2 Sqm 2 0.95

X12 to X14 @Y2 Sqm 2 0.95

X14 to X15 @Y2 Sqm 2 0.95

X15 to X17 @Y2 Sqm 2 0.95

X17 to X18 @Y2 Sqm 2 0.95

Cut Out no.06 (600x750) Sqm 10 0.25

Cut out no.08 (300x750) Sqm 4 0.25

Cut Out no.06 (600x300) Sunken Sqm 5 0.25

Deduct Ventilator -V1 Sqm -1 0.75

v2 Sunken Sqm -1 0.3

Medical Collage Over Head tank and machine room

LS qty. taken (drg. Not available) Sqm 1200

Sub total Qty. (2) = 22

Total Sub total Qty. (1) = 5.9.2 1

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.

Medical College Column Padistel on Grid X - X29 / Y1 - Y25

Medical College Column on Grid X - X29 / Y1 - Y25

Less R Wall Portion sqm 64

Medical College Column 2nd lift (Lvl.100.7 to 101.35) Grid X19-29 & Y1-25

C1-450x450 sqm 4

C2-450x450 sqm 3

C3-450x450 sqm 7

C4-450x600 sqm 5

C5-450x600 sqm 4

C6-450x600 sqm 9

C7-450x600 sqm 5

C8-450x600 sqm 2

Cx1-450x450 sqm 1

Medical College 1st Floor Column at Level +1350 to +5650

(Grid X-X29 / Y1-Y25)

C18A (450x750) Sqm 2

CX2 (450x1200) Sqm 4

Medical College 2nd Floor Column at Level +5650 to +9950

(Grid X-X29 / Y1-Y25)

C18A (450x750) Sqm 2

CX2 (450x1200) Sqm 4

Medical College COLUMN 3rd Floor +9950 to +14250

(Grid X-X29 / Y1-Y25)

C18A (450x750) Sqm 3

Medical College COLUMN 4th Floor +14250 + 18550

(Grid X-X29 / Y1-Y25)

C18A (450x750) Sqm 3

Medical College COLUMN 5th Floor + 18550 to +22850

(Grid X-X29 / Y1-Y25)

Medical College COLUMN 6th Floor +22850 to +27150

(Grid X-X29 / Y1-Y25)

Medical College COLUMN terrace Floor +27150 to 31450

(Grid X-X29 / Y1-Y25)

Sub Total QTY. (4) = 44

Total Sub total Qty. (1 to 13) = 5.9.6 4

5.9.21 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12mm thick.

Medical college Raft Beam

Beam FB1 Across Grid X25 sqm 24 0.7

FB3 Grid X20-X22 / Y13-Y15 sqm 4 0.4

Less (-) sqm 12 0.4 (-)

FB4 Grid X20-X22 / Y13-Y15 sqm 6 0.4

Less (-) sqm 12 0.4 (-)

Medical College Ground Floor slab Beam shuttering (Grid-X-X10/Y-Y25) +1.350 Lvl F/F

SIDE SQM 1 0.000

side SQM 1 0.000

side SQM 1 0.000

side SQM 5 0.000

side SQM 3 0.000

side SQM 1 0.000

side SQM 2 0.75

bottom SQM 1 0.000 0.3

side SQM 1 0.000

B-50 Y6-Y7 SQM 2 0.6

B-51 Y8-Y9 SQM 1 0.6

side SQM 1 0.000

side SQM 1 0.000

side SQM 5 0.000

side SQM 1 0.000

side SQM 1 0.000

side SQM 1 0.000

side SQM 1 0.999 0.000

bottom SQM 1 0.999 0.3

side SQM 1 0.85

side SQM 1 0.875

side SQM 1 0.425

side SQM 1 0.85

side SQM 1 0.85

bottom SQM 1 0.000 0.45

side SQM 1 0.000

side SQM 1 0.000

side SQM 5 0.000

side SQM 1 0.000

side SQM 1 0.000

side SQM 1 0.85

side SQM 1 0.85

side SQM 1 0.000

side SQM 1 0.000

side SQM 1 0.000

side SQM 1 0.45

side SQM 1 0.45

side SQM 1 0.45

side SQM 4 0.425

side SQM 3 0.425

CB-4 SQM 8 0.425

CB-5 SQM 8 0.425

CB-6 SQM 6 0.425

CB-6 SQM 6 0.425

CB-7 SQM 6 0.425

side SQM 1 0.425

side SQM 1 0.425

side SQM 1 0.425

CB-10 SQM 1 0.6

side SQM 1 0.425

CB-11 SQM 1 0.6

side SQM 1 0.425

BEAM GRID X-X2/ Y18,Y16,Y15, Y14, Y13,Y12,Y10,Y9,Y8 SQM 18 0.45

beam grid y6-y9/X SQM 1 0.6

side SQM 1 0.45

beam grid Y9-Y12/X SQM 1 0.6

side SQM 1 0.45

beam grid Y12-Y20/X SQM 3 0.6

side SQM 3 0.45

Medical College Ground Floor slab Beam shuttering (Grid-X11-X18/Y-Y25) +1.350 Lvl F/F

bottom SQM 2 2.756 0.45

bottom SQM 2 0.999 0.3

bottom SQM 2 0.999 0.3

GB-3 SQM 8 0.45

side SQM 2 0.45

CB-12 SQM 4 0.45

CB-13 SQM 2 0.45

CB-14 SQM 4 0.45

CB-15 SQM 4 0.45

bottom SQM 2 4.15 0.45

bottom SQM 2 4.15 0.45

side SQM 2 4.475 0.6

bottom SQM 2 4.475 0.3

bottom SQM 2 4.475 0.45

side SQM 2 4.475 0.6

bottom SQM 2 4.475 0.3

GB-4 SQM 2 0.75

bottom SQM 2 4.475 0.45

GB-5 SQM 1 0.75

GB-6 SQM 2 0.75

Medical College Ground Floor slab Beam shuttering (Grid-X19-X29/Y-Y25) +1.350 Lvl F/F

SIDE SQM 1 0.000

side SQM 1 0.000

side SQM 1 0.000

side SQM 5 0.000

side SQM 3 0.000

side SQM 1 0.000

bottom SQM 1 0.000 0.3

side SQM 1 0.000

B-51 Y8-Y9 SQM 1 0.6

side SQM 1 0.000

side SQM 1 0.000

side SQM 1 0.000

side SQM 1 0.999 0.000

bottom SQM 1 0.999 0.3

side SQM 1 0.85

side SQM 1 0.875

side SQM 1 0.425

side SQM 1 0.85

side SQM 1 0.85

bottom SQM 1 0.000 0.45

side SQM 1 0.000

side SQM 1 0.000

side SQM 5 0.000

side SQM 1 0.000

side SQM 1 0.000

side SQM 1 0.85

side SQM 1 0.85

side SQM 1 0.000

side SQM 1 0.000

side SQM 1 0.000

side SQM 1 0.45

side SQM 1 0.45

side SQM 1 0.45

side SQM 4 0.425

side SQM 3 0.425

CB-4 SQM 8 0.425

CB-5 SQM 8 0.425

CB-6 SQM 6 0.425

CB-6 SQM 6 0.425

CB-7 SQM 6 0.425

side SQM 1 0.425

side SQM 1 0.425

side SQM 1 0.425

CB-10 SQM 1 0.6

side SQM 1 0.425

CB-11 SQM 1 0.6

side SQM 1 0.425

Medical College Gr Floor Slab Beam +4350, +5100, +5650 Lvl @ X11-13,X16-18/Y15-24

Beam, Side & Bottom

I/S Sqm 4 - 0.6

I/S Sqm 4 - 0.6

I/S Sqm 4 - 0.6

I/S Sqm 4 - 0.6

I/S Sqm 4 - 0.6

I/S Sqm 4 - 0.6

I/S Sqm 4 - 0.6

Stair side beam Bott. Sqm 2 -

I/S Sqm 4 - 0.6

I/S Sqm 2 - 0.6

Medical College 1st Floor slab Beam shuttering (Grid-X-X10/Y-Y25) +5650 Lvl F/F

side Sqm 1 0.799 0.9

bottom Sqm 1 0.799 0.3

side Sqm 12 0.75

side Sqm 12 0.75

side Sqm 1 0.925

side Sqm 1 0.925

side Sqm 1 0.000

side Sqm 1 0.000

side Sqm 1 0.000

side Sqm 1 0.999 0.000

bottom Sqm 1 0.999 0.3

side Sqm 1 0.000 0.6

bottom Sqm 1 0.000 0.3

side Sqm 1 0.000

side Sqm 9 0.000

bottom Sqm 1 0.999 0.3

bottom Sqm 1 0.000 0.45

side Sqm 2 0.000

side Sqm 7 0.000

side Sqm 1 0.875

side Sqm 1 0.875

side Sqm 1 0.875

CB-20 Sqm 2 0.75

CB-20 Sqm 4 0.6

Medical College 1st Floor slab Beam shuttering (Grid-X19-X29/Y-Y25) +5650 Lvl F/F

side Sqm 1 0.799 0.9

bottom Sqm 1 0.799 0.3

side Sqm 12 0.75

side Sqm 12 0.75

side Sqm 1 0.925

side Sqm 1 0.925

side Sqm 1 0.000

side Sqm 1 0.000

side Sqm 1 0.000

side Sqm 1 0.999 0.000

bottom Sqm 1 0.999 0.3

side Sqm 1 0.000 0.6

bottom Sqm 1 0.000 0.3

side Sqm 1 0.000

side Sqm 9 0.000

bottom Sqm 1 0.999 0.3

bottom Sqm 1 0.000 0.45

side Sqm 2 0.000

side Sqm 7 0.000

side Sqm 1 0.875

side Sqm 1 0.875

side Sqm 1 0.875

CB-20 Sqm 2 0.75

CB-20 Sqm 4 0.6

Medical College 1st Floor Beam (Grid-X11-X18/Y2-Y7) +5650 Lvl F/F

B149A @ X14,X15/Y6-8 Sqm 2

Shuttring of Medical College 1st Floor Beam Grid X11-X18 / Y8-Y15 at Level Upto +5650

B129 grid X11/Y8-11 Bottom Sqm 2

" side Sqm 2 0.6

" side Sqm 2 0.75

B130 grid X11,18/Y11-13 Bottom Sqm 2

" side Sqm 2 0.6

" side Sqm 2 0.75

B131 grid X11,18/Y13-15 Bottom Sqm 2

" side Sqm 2 0.6

" side Sqm 2 0.75

B138 grid X12,17/Y8-11 Bottom Sqm 2

" side Sqm 2 0.6

" side Sqm 2 0.75

B140 grid X13,16/Y13-14 Bottom Sqm 2

B141, grid X13,16/Y14-20 Bottom Sqm 2

B147 grid X13,16/Y11-13 Bottom Sqm 2 0.000 0.45

B150 grid X14,15/Y13-14 Bottom Sqm 2

" side Sqm 2 0.6

" side Sqm 2 0.6

B151 grid X14,15/Y11-13 Bottom Sqm 2

" side Sqm 4 0.6

B153 grid X14,15/Y13-14 Bottom Sqm 1

" side Sqm 0.75

B152 grid X14,15/Y13-14 Bottom Sqm 1

" side Sqm 0.45

B102 grid Y11/X11-12, 17-18 Bottom Sqm 2

B103 grid Y11/X12-13, 16-17 Bottom Sqm 2

B104 grid Y11/X13-14, 15-16 Bottom Sqm 2

" side Sqm 2 0.6

" side Sqm 2 0.75

B105 grid Y11/X14-15 Bottom Sqm 1

" side Sqm 1 0.6

" side Sqm 1 0.75

B106 grid Y13/X11-13, 16-18 Bottom Sqm 2

B107 grid Y13/X13-14, 15-16 Bottom Sqm 2

B108 grid Y13/X14-15 Bottom Sqm 2

" side Sqm 2 0.6

" side Sqm 2 0.75

B109 grid Y14/X11-13, 16-18 Bottom Sqm 2

B110 grid Y14/X13-14, 15-16 Bottom Sqm 2

B111 grid Y14/X14-15 Bottom Sqm 2

" side Sqm 2 0.6

" side Sqm 2 0.75

B112 grid Y15/X11-13 Bottom Sqm 2

" side Sqm 0.45

B113 grid Y15/X13-16 Bottom Sqm 1

" side Sqm 0.75

Medical College 1st Floor Slab Beam +8650, +9400, +9950 Lvl @ X11-13,X16-18/Y15-24

Beam, Side & Bottom

I/S Sqm 4 - 0.6

I/S Sqm 4 - 0.6

I/S Sqm 4 - 0.6

I/S Sqm 4 - 0.6

I/S Sqm 4 - 0.6

I/S Sqm 4 - 0.6

I/S Sqm 4 - 0.6

Stair side beam Bott. Sqm 2 -

I/S Sqm 4 - 0.6

I/S Sqm 2 - 0.6

Medical College 2nd Floor slab Beam shuttering (Grid-X-X10/Y-Y25) +5650 Lvl F/F

side Sqm 1 0.799 0.9

bottom Sqm 1 0.799 0.3

side Sqm 12 0.75

side Sqm 12 0.75

side Sqm 1 0.925

side Sqm 1 0.925

side Sqm 1 0.000

side Sqm 1 0.000

side Sqm 1 0.000

side Sqm 1 0.999 0.000

bottom Sqm 1 0.999 0.3

side Sqm 1 0.000 0.6

bottom Sqm 1 0.000 0.3

side Sqm 1 0.000

side Sqm 9 0.000

bottom Sqm 1 0.999 0.3

bottom Sqm 1 0.000 0.45

side Sqm 2 0.000

side Sqm 7 0.000

side Sqm 1 0.875

side Sqm 1 0.875

side Sqm 1 0.875

CB-20 Sqm 2 0.75

Medical College 2nd Floor slab Beam shuttering (Grid-X19-X29/Y-Y25) +5650 Lvl F/F

side Sqm 1 0.799 0.9

bottom Sqm 1 0.799 0.3

side Sqm 12 0.75

side Sqm 12 0.75

side Sqm 1 0.925

side Sqm 1 0.925

side Sqm 1 0.000

side Sqm 1 0.000

side Sqm 1 0.000

side Sqm 1 0.999 0.000

bottom Sqm 1 0.999 0.3

side Sqm 1 0.000 0.6

bottom Sqm 1 0.000 0.3

side Sqm 1 0.000

side Sqm 9 0.000

bottom Sqm 1 0.999 0.3

bottom Sqm 1 0.000 0.45

side Sqm 2 0.000

side Sqm 7 0.000

side Sqm 1 0.875

side Sqm 1 0.875

side Sqm 1 0.875

CB-20 Sqm 2 0.75

Medical College 2nd Floor Beam (Grid-X11-X18/Y-Y15 ) +9950 Lvl S/F

B112 @ X11-X13, X16-X18 / Y15 Sides Sqm 4 0.3

B112 @ X11-X13, X16-X18 / Y15 Bottom Sqm 2

B113 @ X13-X16 / Y15 Sides Sqm 2 0.75

B113 @ X13-X16 / Y15 Bottom Sqm 1

B109 @ X11-X13, X16-X18 / Y14 Sides Sqm 4 0.45

B109 @ X11-X13, X16-X18 / Y14 Bottom Sqm 2

B110 @ X13-X14, X15-X16 / Y14 Sides Sqm 4 0.6

B110 @ X13-X14, X15-X16 / Y14 Bottom Sqm 2

B111 @ X14-X15 / Y14 Sides Sqm 2 0.6

B111 @ X14-X15 / Y14 Sides Sqm 2 0.75

B111 @ X14-X15 / Y14 Bottom Sqm 2

B106 @ X11-X13, X16-X18 / Y13 Sides Sqm 4 0.3

B106 @ X11-X13, X16-X18 / Y13 Bottom Sqm 2

B107 @X13-X14, X15-X16 / Y13 Sides Sqm 4 0.6

B107 @X13-X14, X15-X16 / Y13 Bottom Sqm 2

B108 @ X14-X15 / Y13 Sides Sqm 4 0.6

B108 @ X14-X15 / Y13 Sides Sqm 4 0.75

B108 @ X14-X15 / Y13 Bottom Sqm 2

B102 @ X11-X12, X17-X18 / Y11 Sides Sqm 4 0.6

B102 @ X11-X12, X17-X18 / Y11 Bottom Sqm 2

B103 @ X12-X13, X16-X17 / Y11 Sides Sqm 2 0.6

B103 @ X12-X13, X16-X17 / Y11 Sides Sqm 2 0.75

B103 @ X12-X13, X16-X17 / Y11 Bottom Sqm 2

B104 @ X13-X14, X15-X16 / Y11 Sides Sqm 4 0.6

B104 @ X13-X14, X15-X16 / Y11 Sides Sqm 4 0.75

B104 @ X13-X14, X15-X16 / Y11 Bottom Sqm 2

B105 @ X14-X15 / Y11 Sides Sqm 1 0.6

B105 @ X14-X15 / Y11 Sides Sqm 1 0.75

B105 @ X14-X15 / Y11 Bottom Sqm 1

B99 @ X11-X12, X17-X18 / Y7 Sides Sqm 4 0.6

B99 @ X11-X12, X17-X18 / Y7 Bottom Sqm 2

B100 @ X12-X14, X15-X17 / Y7 Sides Sqm 2 0.6

B100 @ X12-X14, X15-X17 / Y7 Sides Sqm 2 0.75

B100 @ X12-X14, X15-X17 / Y7 Bottom Sqm 2

B101 @ X14-X15 / Y7 Sides Sqm 1 0.6

B101 @ X14-X15 / Y7 Sides Sqm 1 0.75

B101 @ X14-X15 / Y7 Bottom Sqm 1

B96 @ X11-X12, X17-X18 / Y6 Sides Sqm 4 0.6

B96 @ X11-X12, X17-X18 / Y6 Bottom Sqm 2

B97 @ X12-X14, X15-X17 / Y6 Sides Sqm 2 0.6

B97 @ X12-X14, X15-X17 / Y6 Sides Sqm 2 0.000

B97 @ X12-X14, X15-X17 / Y6 Bottom Sqm 2

B98 @ X14-X15 / Y6 Sides Sqm 1 0.6

B98 @ X14-X15 / Y6 Sides Sqm 1 0.000

B98 @ X14-X15 / Y6 Bottom Sqm 1

B93 @ X11-X12, X17-X18 / Y3 Sides Sqm 4 0.6

B93 @ X11-X12, X17-X18 / Y3 Bottom Sqm 2

B91A @ X11-X12, X17-X18 / Y2 Sides Sqm 2 0.6

B91A @ X11-X12, X17-X18 / Y2 Sides Sqm 2 0.75

B91A @ X11-X12, X17-X18 / Y2 Bottom Sqm 2

B91 @ X12-X14, X15-X17 / Y2 Sides Sqm 2 0.000

B91 @ X12-X14, X15-X17 / Y2 Sides Sqm 2 0.75

B91 @ X12-X14, X15-X17 / Y2 Bottom Sqm 2

B92 @ X14-X15 / Y2 Sides Sqm 1 0.000

B92 @ X14-X15 / Y2 Sides Sqm 1 0.75

B92 @ X14-X15 / Y2 Bottom Sqm 1

CB3 @ X12-X14, X15-X17 / Y2 Sides Sqm 2 0.725

CB3 @ X12-X14, X15-X17 / Y2 Sides Sqm 2 0.9

CB3 @ X12-X14, X15-X17 / Y2 Bottom Sqm 2

CB4 @ X14-X15 / Y2 Sides Sqm 1 0.725

CB4 @ X14-X15 / Y2 Sides Sqm 1 0.9

CB4 @ X14-X15 / Y2 Bottom Sqm 1

CB1 @ X12-X14, X15-X17 / Y2 Sides Sqm 2 0.725

CB1 @ X12-X14, X15-X17 / Y2 Sides Sqm 2 0.9

CB1 @ X12-X14, X15-X17 / Y2 Bottom Sqm 2

CB2 @ X14-X15 / Y2 Sides Sqm 1 0.725

CB2 @ X14-X15 / Y2 Sides Sqm 1 0.9

CB2 @ X14-X15 / Y2 Bottom Sqm 1

B127A @ Y2-Y3 / X11, X18 Sides Sqm 2 0.6

B127A @ Y2-Y3 / X11, X18 Sides Sqm 2 0.75

B127A @ Y2-Y3 / X11, X18 Bottom Sqm 2

B127 @ Y3-Y6 / X11, X18 Sides Sqm 2 0.6

B127 @ Y3-Y6 / X11, X18 Sides Sqm 2 0.75

B127 @ Y3-Y6 / X11, X18 Bottom Sqm 2

B128 @ Y6-Y7 / X11, X18 Sides Sqm 2 0.45

B128 @ Y6-Y7 / X11, X18 Sides Sqm 2 0.6

B128 @ Y6-Y7 / X11, X18 Bottom Sqm 2

B129 @ Y7-Y11 / X11, X18 Sides Sqm 2 0.6

B129 @ Y7-Y11 / X11, X18 Sides Sqm 2 0.75

B129 @ Y7-Y11 / X11, X18 Bottom Sqm 2

B130 @ Y11-Y13 / X11, X18 Sides Sqm 2 0.6

B130 @ Y11-Y13 / X11, X18 Sides Sqm 2 0.75

B130 @ Y11-Y13 / X11, X18 Bottom Sqm 2

B131 @ Y13-Y15 / X11, X18 Sides Sqm 2 0.6

B131 @ Y13-Y15 / X11, X18 Sides Sqm 2 0.75

B131 @ Y13-Y15 / X11, X18 Bottom Sqm 2

CB5 @ Y-Y2 / X12, X17 Sides Sqm 2 0.725

CB5 @ Y-Y2 / X12, X17 Sides Sqm 2 0.9

CB5 @ Y-Y2 / X12, X17 Bottom Sqm 2

B135 @ Y2-Y3 / X12, X17 Sides Sqm 2 0.6

B135 @ Y2-Y3 / X12, X17 Sides Sqm 2 0.000

B135 @ Y2-Y3 / X12, X17 Bottom Sqm 2

B136 @ Y3-Y6 / X12, X17 Sides Sqm 2 0.6

B136 @ Y3-Y6 / X12, X17 Sides Sqm 2 0.000

B136 @ Y3-Y6 / X12, X17 Bottom Sqm 2

B137 @ Y6-Y7 / X12, X17 Sides Sqm 4 0.45

B137 @ Y6-Y7 / X12, X17 Bottom Sqm 2

B138 @ Y7-Y11 / X12, X17 Sides Sqm 2 0.6

B138 @ Y7-Y11 / X12, X17 Sides Sqm 2 0.6

B138 @ Y7-Y11 / X12, X17 Bottom Sqm 2

B147 @ Y11-Y13 / X12, X17 Sides Sqm 4 0.6

B147 @ Y11-Y13 / X12, X17 Bottom Sqm 2

B140 @ Y16-Y14 / X12, X17 Sides Sqm 4 0.6

B140 @ Y16-Y14 / X12, X17 Bottom Sqm 2

B141 @ Y14-Y15 / X12, X17 Sides Sqm 4 0.6

B141 @ Y14-Y15 / X12, X17 Bottom Sqm 2

CB6 @ Y-Y2 / X12, X17 Sides Sqm 4 0.725

CB6 @ Y-Y2 / X12, X17 Bottom Sqm 2

B165 @ Y2-Y6 / X14, X15 Sides Sqm 4 0.725

B165 @ Y2-Y6 / X14, X15 Bottom Sqm 2

B166 @ Y6-Y7 / X14, X15 Sides Sqm 4 0.45

B166 @ Y6-Y7 / X14, X15 Bottom Sqm 2

B152 @ Y11-Y13 / X14, X15 Sides Sqm 4 0.6

B152 @ Y11-Y13 / X14, X15 Bottom Sqm 2

B149 @ Y13-Y14 / X14, X15 Sides Sqm 4 0.75

B149 @ Y13-Y14 / X14, X15 Bottom Sqm 2

B153 @ Y13-Y14 / X14-X15 MID Sides Sqm 2 0.6

B153 @ Y13-Y14 / X14-X15 MID Bottom Sqm 1

B166 @ Y13-Y14 / X12-X14 MID Sides Sqm 1 0.45

B166 @ Y13-Y14 / X12-X14 MID Sides Sqm 1 0.6

B166 @ Y13-Y14 / X12-X14 MID Bottom Sqm 1

Medical College 2nd Floor Slab Beam +12950, +13700, +14250 Lvl @ X11-13,X16-18/Y15-24

Beam, Side & Bottom

I/S Sqm 4 - 0.6

I/S Sqm 4 - 0.6

I/S Sqm 4 - 0.6

I/S Sqm 4 - 0.6

I/S Sqm 4 - 0.6

I/S Sqm 4 - 0.6

I/S Sqm 4 - 0.6

Stair side beam Bott. Sqm 2 -

I/S Sqm 4 - 0.6

I/S Sqm 2 - 0.6

Medical College 3rd Floor Beam (Grid-X-X10 / Y1-Y25) +114.250 Lvl

B1 @ X-X2 / Y25, Y1 Sides Sqm 4 0.75

B1 @ X-X2 / Y25, Y1 Bottom Sqm 2

B2 @ X2-X3 / Y25, Y1 Sides Sqm 4 0.75

B2 @ X2-X3 / Y25, Y1 Bottom Sqm 2

B2 @ X3-X4 / Y25, Y1 Sides Sqm 4 0.999 0.75

B2 @ X3-X4 / Y25, Y1 Bottom Sqm 2 0.999 0.3

B40 @ X4-X4' / Y24 Sides Sqm 1 0.6

B40 @ X4-X4' / Y24 Sides Sqm 1 0.75

B40 @ X4-X4' / Y24 Bottom Sqm 1

B41 @ X4'-X5 / Y24 Sides Sqm 1 0.999 0.6

B41 @ X4'-X5 / Y24 Bottom Sqm 1 0.999 0.3

B42 @ X5-X6 / Y24 Sides Sqm 1 0.6

B42 @ X5-X6 / Y24 Sides Sqm 1 0.75

B42 @ X5-X6 / Y24 Bottom Sqm 1

B43 @ X6-X7 / Y24 Sides Sqm 1 0.6

B43 @ X6-X7 / Y24 Sides Sqm 1 0.75

B43 @ X6-X7 / Y24 Bottom Sqm 1

B44 @ X7-X8 / Y24 Sides Sqm 1 0.6

B44 @ X7-X8 / Y24 Sides Sqm 1 0.75

B44 @ X7-X8 / Y24 Bottom Sqm 1

B44 @ X8-X9 / Y24 Sides Sqm 1 0.6

B44 @ X8-X9 / Y24 Sides Sqm 1 0.75

B44 @ X8-X9 / Y24 Bottom Sqm 1

B43 @ X9-X10 / Y24 Sides Sqm 1 0.6

B43 @ X9-X10 / Y24 Sides Sqm 1 0.75

B43 @ X9-X10 / Y24 Bottom Sqm 1

B5 @ X2-X4 / Y23, Y3 Sides Sqm 4 0.000

B5 @ X2-X4 / Y23, Y3 Sides Sqm 4 0.75

B5 @ X2-X4 / Y23, Y3 Bottom Sqm 4

B10 @ X-X2 / Y21, Y4 Sides Sqm 2 0.425

B10 @ X-X2 / Y21, Y4 Sides Sqm 2 0.6

B10 @ X-X2 / Y21, Y4 Bottom Sqm 2

B36 @ X4-X5 / Y21 Sides Sqm 2 0.9

B36 @ X4-X5 / Y21 Bottom Sqm 1

B37 @ X5-X6 / Y21 Sides Sqm 2 0.9

B37 @ X5-X6 / Y21 Bottom Sqm 1

B38 @ X6-X7 / Y21 Sides Sqm 2 0.45

B38 @ X6-X7 / Y21 Bottom Sqm 1

B39 @ X7-X8 / Y21 Sides Sqm 2 0.45

B39 @ X7-X8 / Y21 Bottom Sqm 1

B39 @ X8-X9 / Y21 Sides Sqm 2 0.45

B39 @ X8-X9 / Y21 Bottom Sqm 1

B38 @ X9-X10 / Y21 Sides Sqm 2 0.45

B38 @ X9-X10 / Y21 Bottom Sqm 1

B32 @ X-X2 / Y20 Sides Sqm 2 0.000

B32 @ X-X2 / Y20 Bottom Sqm 1

B33 @ X2-X4 / Y20 Sides Sqm 2 0.925

B33 @ X2-X4 / Y20 Bottom Sqm 1

B33 @ X4-X5 / Y20 Sides Sqm 2 0.925

B33 @ X4-X5 / Y20 Sides Sqm 2 0.95

B33 @ X4-X5 / Y20 Bottom Sqm 1

B34 @ X6-X7 / Y20 Sides Sqm 2 0.45

B34 @ X6-X7 / Y20 Bottom Sqm 1

B35 @ X7-X8 / Y20 Sides Sqm 2 0.45

B35 @ X7-X8 / Y20 Bottom Sqm 1

B35 @ X8-X9 / Y20 Sides Sqm 2 0.45

B35 @ X8-X9 / Y20 Bottom Sqm 1

B34 @ X9-X10 / Y20 Sides Sqm 2 0.45

B34 @ X9-X10 / Y20 Bottom Sqm 1

B22 @ X2-X5 / Y18, Y9 Sides Sqm 4 0.725

B22 @ X2-X5 / Y18, Y9 Bottom Sqm 2

B26 @ X5-X6 / Y18, Y10 Sides Sqm 4 0.45

B26 @ X5-X6 / Y18, Y10 Bottom Sqm 2

B27 @ X6-X7 / Y18, Y11 Sides Sqm 2 0.6

B27 @ X6-X7 / Y18, Y11 Sides Sqm 2 0.75

B27 @ X6-X7 / Y18, Y11 Bottom Sqm 2

B28 @ X7-X8 / Y18, Y11 Sides Sqm 2 0.6

B28 @ X7-X8 / Y18, Y11 Sides Sqm 2 0.75

B28 @ X7-X8 / Y18, Y11 Bottom Sqm 2

B28 @ X8-X9 / Y18, Y11 Sides Sqm 2 0.6

B28 @ X8-X9 / Y18, Y11 Sides Sqm 2 0.75

B28 @ X8-X9 / Y18, Y11 Bottom Sqm 2

B27 @ X9-X10 / Y18, Y11 Sides Sqm 2 0.6

B27 @ X9-X10 / Y18, Y11 Sides Sqm 2 0.75

B27 @ X9-X10 / Y18, Y11 Bottom Sqm 2

B29 @ X2-X5 / Y16, Y14, Y12 Sides Sqm 6 0.725

B29 @ X2-X5 / Y16, Y14, Y12 Bottom Sqm 3

B30 @ X2-X5 / Y15, Y13 Sides Sqm 4 0.725

B30 @ X2-X5 / Y15, Y13 Bottom Sqm 2

B31 @ X5-X6 / Y15, Y13 Sides Sqm 4 0.45

B31 @ X5-X6 / Y15, Y13 Bottom Sqm 2

B25 @ X2-X5 / Y10 Sides Sqm 2 0.725

B25 @ X2-X5 / Y10 Bottom Sqm 1

B23 @ X6-X7, X9-X10 / Y9 Sides Sqm 3 0.45

B23 @ X6-X7, X9-X10 / Y9 Sides Sqm 1 0.6

B23 @ X6-X7, X9-X10 / Y9 Bottom Sqm 2

B24 @ X7-X8, X8-X9 / Y9 Sides Sqm 4 0.45

B24 @ X7-X8, X8-X9 / Y9 Bottom Sqm 2

B17 @ X2-X4 / Y7 Sides Sqm 1 0.925

B17 @ X2-X4 / Y7 Sides Sqm 1 0.95

B17 @ X2-X4 / Y7 Bottom Sqm 1

B18 @ X4-X5 / Y7 Sides Sqm 1 0.925

B18 @ X4-X5 / Y7 Sides Sqm 1 0.95

B18 @ X4-X5 / Y7 Bottom Sqm 1

B19 @ X5-X6 / Y7 Sides Sqm 2 0.45

B19 @ X5-X6 / Y7 Bottom Sqm 1

B20 @ X6-X7, X7-X8, X8-X9 / Y7 Sides Sqm 6 0.45

B20 @ X6-X7, X7-X8, X8-X9 / Y7 Bottom Sqm 3

B21 @ X9-X10 / Y7 Sides Sqm 2 0.45

B21 @ X9-X10 / Y7 Bottom Sqm 1

B11 @ X-X2 / Y6 Sides Sqm 1 0.000

B11 @ X-X2 / Y6 Sides Sqm 1 0.75

B11 @ X-X2 / Y6 Bottom Sqm 1

B12 @ X2-X4 / Y6 Sides Sqm 2 0.6

B12 @ X2-X4 / Y6 Sides Sqm 2 0.000

B12 @ X2-X4 / Y6 Bottom Sqm 1

B13 @ X4-X5 / Y6 Sides Sqm 2 0.6

B13 @ X4-X5 / Y6 Sides Sqm 2 0.000

B13 @ X4-X5 / Y6 Bottom Sqm 1

B14 @ X5-X6 / Y6 Sides Sqm 2 0.6

B14 @ X5-X6 / Y6 Sides Sqm 2 0.000

B14 @ X5-X6 / Y6 Bottom Sqm 1

B15 @ X6-X7, X7-X8, X8-X9 / Y6 Sides Sqm 6 0.45

B15 @ X6-X7, X7-X8, X8-X9 / Y6 Bottom Sqm 3

B16 @ X9-X10 / Y6 Sides Sqm 2 0.45

B16 @ X9-X10 / Y6 Bottom Sqm 1

B6 @ X4-X5 / Y3 Sides Sqm 2 0.4

B6 @ X4-X5 / Y3 Bottom Sqm 1

B3 @ X4-X5 / Y2 Sides Sqm 1 0.000

B3 @ X4-X5 / Y2 Sides Sqm 1 0.75

B3 @ X4-X5 / Y2 Bottom Sqm 1

B4 @ X5-X6 / Y2 Sides Sqm 1 0.6

B4 @ X5-X6 / Y2 Sides Sqm 1 0.75

B4 @ X5-X6 / Y2 Bottom Sqm 1

B174 @ X6-X7, X9-X10 / Y2 Sides Sqm 2 0.6

B174 @ X6-X7, X9-X10 / Y2 Sides Sqm 2 0.75

B174 @ X6-X7, X9-X10 / Y2 Bottom Sqm 2

B175 @ X7-X8, X8-X9 / Y2 Sides Sqm 2 0.6

B175 @ X7-X8, X8-X9 / Y2 Sides Sqm 2 0.75

B175 @ X7-X8, X8-X9 / Y2 Bottom Sqm 2

B45 @ Y1-Y4, Y21-Y25 / X Sides Sqm 4 0.75

B45 @ Y1-Y4, Y21-Y25 / X Bottom Sqm 2

B46 @ Y4-Y6, Y20-Y21 / X Sides Sqm 2 0.000

B46 @ Y4-Y6, Y20-Y21 / X Sides Sqm 2 0.75

B46 @ Y4-Y6, Y20-Y21 / X Bottom Sqm 2

B47 @ Y1-Y3, Y23-Y25 / X2 Sides Sqm 4 0.75

B47 @ Y1-Y3, Y23-Y25 / X2 Bottom Sqm 2

B48 @ Y3-Y4, Y21-Y23 / X2 Bottom Sqm 2 0.999 0.3

B49 @ Y4-Y6, Y20-Y21 / X2 Sides Sqm 4 0.000

B49 @ Y4-Y6, Y20-Y21 / X2 Bottom Sqm 2

B50 @ Y6-Y7 / X2 Sides Sqm 1 0.6

B50 @ Y6-Y7 / X2 Sides Sqm 1 0.75

B50 @ Y6-Y7 / X2 Bottom Sqm 1

B51 @ Y7-Y9 / X2 Sides Sqm 1 0.000

B51 @ Y7-Y9 / X2 Sides Sqm 1 0.75

B51 @ Y7-Y9 / X2 Bottom Sqm 1

B52 @ Y9-Y10 / X2 Sides Sqm 1 0.000

B52 @ Y9-Y10 / X2 Sides Sqm 1 0.75

B52 @ Y9-Y10 / X2 Bottom Sqm 1

B52 @ Y10-Y16 / X2 Sides Sqm 5 0.000

B52 @ Y10-Y16 / X2 Sides Sqm 5 0.75

B52 @ Y10-Y16 / X2 Bottom Sqm 5

B52 @ Y16-Y18 / X2 Sides Sqm 1 0.000

B52 @ Y16-Y18 / X2 Sides Sqm 1 0.75

B52 @ Y16-Y18 / X2 Bottom Sqm 1

B51 @ Y18-Y20 / X2 Sides Sqm 1 0.000

B51 @ Y18-Y20 / X2 Sides Sqm 1 0.75

B51 @ Y18-Y20 / X2 Bottom Sqm 1

B55 @ Y1-Y3, Y23-Y25 / X3 Sides Sqm 4 0.75

B55 @ Y1-Y3, Y23-Y25 / X3 Bottom Sqm 2

B56 @ Y1-Y3, / X4 Sides Sqm 1 0.95

B56 @ Y1-Y3, / X4 Sides Sqm 1 1.05

B56 @ Y1-Y3, / X4 Bottom Sqm 1

B57 @ Y3-Y6, / X4 Sides Sqm 1 0.85

B57 @ Y3-Y6, / X4 Sides Sqm 1 0.875

B57 @ Y3-Y6, / X4 Bottom Sqm 1

B58 @ Y6-Y7, / X4 Sides Sqm 2 0.45

B58 @ Y6-Y7, / X4 Bottom Sqm 1

B59 @ Y20-Y21 / X4 Sides Sqm 1 0.45

B59 @ Y20-Y21 / X4 Sides Sqm 1 0.425

B59 @ Y20-Y21 / X4 Bottom Sqm 1

B60 @ Y21-Y23 / X4 Sides Sqm 1 0.45

B60 @ Y21-Y23 / X4 Sides Sqm 1 0.425

B60 @ Y21-Y23 / X4 Bottom Sqm 1

B61 @ Y23-Y25 / X4 Sides Sqm 1 0.9

B61 @ Y23-Y25 / X4 Sides Sqm 1 1.05

B61 @ Y23-Y25 / X4 Bottom Sqm 1

B62 @ Y21-Y24 / X4' Sides Sqm 2 0.45

B62 @ Y21-Y24 / X4' Bottom Sqm 1

B63 @ Y2-Y6 / X5 Sides Sqm 2 0.85

B63 @ Y2-Y6 / X5 Bottom Sqm 1

B64 @ Y6-Y7 / X5 Sides Sqm 2 0.45

B64 @ Y6-Y7 / X5 Bottom Sqm 1

B65 @ Y7-Y9 / X5 Sides Sqm 1 0.000

B65 @ Y7-Y9 / X5 Sides Sqm 1 0.6

B65 @ Y7-Y9 / X5 Bottom Sqm 1

B66 @ Y9-Y10 / X5 Sides Sqm 1 0.000

B66 @ Y9-Y10 / X5 Sides Sqm 1 0.6

B66 @ Y9-Y10 / X5 Bottom Sqm 1

B66 @ Y10-Y16 / X5 Sides Sqm 5 0.000

B66 @ Y10-Y16 / X5 Sides Sqm 5 0.6

B66 @ Y10-Y16 / X5 Bottom Sqm 5

B66 @ Y16-Y18 / X5 Sides Sqm 1 0.000

B66 @ Y16-Y18 / X5 Sides Sqm 1 0.6

B66 @ Y16-Y18 / X5 Bottom Sqm 1

B65 @ Y18-Y20 / X5 Sides Sqm 1 0.000

B65 @ Y18-Y20 / X5 Sides Sqm 1 0.6

B65 @ Y18-Y20 / X5 Bottom Sqm 1

B67 @ Y20-Y21 / X5 Sides Sqm 2 0.45

B67 @ Y20-Y21 / X5 Bottom Sqm 1

B68 @ Y21-Y24 / X5 Sides Sqm 2 0.45

B68 @ Y21-Y24 / X5 Bottom Sqm 1

B168 @ Y2-Y6 / X6 Sides Sqm 1 0.85

B168 @ Y2-Y6 / X6 Sides Sqm 1 0.9

B168 @ Y2-Y6 / X6 Bottom Sqm 1

B71 @ Y6-Y7 / X6 Sides Sqm 2 0.45

B71 @ Y6-Y7 / X6 Bottom Sqm 1

B72 @ Y7-Y11 / X6 Sides Sqm 2 0.000 0.6

B72 @ Y7-Y11 / X6 Bottom Sqm 1 0.000 0.45

B73 @ Y11-Y13 / X6 Sides Sqm 1 0.6

B73 @ Y11-Y13 / X6 Sides Sqm 1 0.75

B73 @ Y11-Y13 / X6 Bottom Sqm 1

B74 @ Y13-Y15 / X6 Sides Sqm 1 0.6

B74 @ Y13-Y15 / X6 Sides Sqm 1 0.75

B74 @ Y13-Y15 / X6 Bottom Sqm 1

B75 @ Y15-Y18 / X6 Sides Sqm 1 0.6

B75 @ Y15-Y18 / X6 Sides Sqm 1 0.75

B75 @ Y15-Y18 / X6 Bottom Sqm 1

B76 @ Y18-Y21 / X6 Sides Sqm 2 0.6

B76 @ Y18-Y21 / X6 Bottom Sqm 1

B77 @ Y21-Y24 / X6 Sides Sqm 2 0.9

B77 @ Y21-Y24 / X6 Bottom Sqm 1

B169 @ Y2-Y6 / X7, X8, X9 Sides Sqm 6 0.6

B169 @ Y2-Y6 / X7, X8, X9 Bottom Sqm 3

B79 @ Y6-Y7 / X7, X8, X9 Sides Sqm 6 0.45

B79 @ Y6-Y7 / X7, X8, X9 Bottom Sqm 3

B80 @ Y8-Y11 / X7, X8, X9 Bottom Sqm 3 0.000 0.45

B81 @ Y18-Y21 / X7, X8, X9 Sides Sqm 6 0.6

B81 @ Y18-Y21 / X7, X8, X9 Bottom Sqm 3

B82 @ Y21-Y24 / X7, X8, X9 Sides Sqm 6 0.45

B82 @ Y21-Y24 / X7, X8, X9 Bottom Sqm 3

B170 @ Y2-Y6 / X10 Sides Sqm 1 0.6

B170 @ Y2-Y6 / X10 Sides Sqm 1 0.75

B170 @ Y2-Y6 / X10 Bottom Sqm 1

B84 @ Y6-Y7 / X10 Sides Sqm 1 0.45

B84 @ Y6-Y7 / X10 Sides Sqm 1 0.6

B84 @ Y6-Y7 / X10 Bottom Sqm 1

B85 @ Y7-Y11 / X10 Sides Sqm 1 0.000 0.6

B85 @ Y7-Y11 / X10 Bottom Sqm 1 0.000 0.45

B86 @ Y11-Y13 / X10 Sides Sqm 2 0.75

B86 @ Y11-Y13 / X10 Bottom Sqm 1

B87 @ Y13-Y15 / X10 Sides Sqm 2 0.75

B87 @ Y13-Y15 / X10 Bottom Sqm 1

B88 @ Y15-Y18 / X10 Sides Sqm 2 0.75

B88 @ Y15-Y18 / X10 Bottom Sqm 1

B89 @ Y18-Y21 / X10 Sides Sqm 1 0.6

B89 @ Y18-Y21 / X10 Sides Sqm 1 0.75

B89 @ Y18-Y21 / X10 Bottom Sqm 1

B90 @ Y21-Y24 / X10 Sides Sqm 1 0.45

B90 @ Y21-Y24 / X10 Sides Sqm 1 0.6

B90 @ Y21-Y24 / X10 Bottom Sqm 1

Medical College 3rd Floor Beam (Grid-X-X10 / Y1-Y25) +114.250 Lvl

B1 @ X27-X29 / Y25, Y1 Sides Sqm 4 0.75

B1 @ X27-X29 / Y25, Y1 Bottom Sqm 2

B2 @ X26-X27 / Y25, Y1 Sides Sqm 4 0.75

B2 @ X26-X27 / Y25, Y1 Bottom Sqm 2

B2 @ X26-X25 / Y25, Y1 Bottom Sqm 2 0.999 0.3

B40 @ X25-X24' / Y24 Sides Sqm 1 0.6

B40 @ X25-X24' / Y24 Sides Sqm 1 0.75

B40 @ X25-X24' / Y24 Bottom Sqm 1

B41 @ X24'-X24 / Y24 Bottom Sqm 1 0.999 0.3

B42 @ X24-X23 / Y24 Sides Sqm 1 0.6

B42 @ X24-X23 / Y24 Sides Sqm 1 0.75

B42 @ X24-X23 / Y24 Bottom Sqm 1

B43 @ X23-X22 / Y24 Sides Sqm 1 0.6

B43 @ X23-X22 / Y24 Sides Sqm 1 0.75

B43 @ X23-X22 / Y24 Bottom Sqm 1

B44 @ X22-X21 / Y24 Sides Sqm 1 0.6

B44 @ X22-X21 / Y24 Sides Sqm 1 0.75

B44 @ X22-X21 / Y24 Bottom Sqm 1

B44 @ X21-X20 / Y24 Sides Sqm 1 0.6

B44 @ X21-X20 / Y24 Sides Sqm 1 0.75

B44 @ X21-X20 / Y24 Bottom Sqm 1

B43 @ X20-X19 / Y24 Sides Sqm 1 0.6

B43 @ X20-X19 / Y24 Sides Sqm 1 0.75

B43 @ X20-X19 / Y24 Bottom Sqm 1

B5 @ X27-X26 / Y23, Y3 Sides Sqm 4 0.000

B5 @ X27-X26 / Y23, Y3 Sides Sqm 4 0.75

B5 @ X27-X26 / Y23, Y3 Bottom Sqm 4

B10 @ X29-X27 / Y21, Y4 Sides Sqm 2 0.425

B10 @ X29-X27 / Y21, Y4 Sides Sqm 2 0.6

B10 @ X29-X27 / Y21, Y4 Bottom Sqm 2

B36 @ X25-X24 / Y21 Sides Sqm 2 0.9

B36 @ X25-X24 / Y21 Bottom Sqm 1

B37 @ X24-X23 / Y21 Sides Sqm 2 0.9

B37 @ X24-X23 / Y21 Bottom Sqm 1

B38 @ X23-X22 / Y21 Sides Sqm 2 0.45

B38 @ X23-X22 / Y21 Bottom Sqm 1

B39 @ X22-X21 / Y21 Sides Sqm 2 0.45

B39 @ X22-X21 / Y21 Bottom Sqm 1

B39 @ X21-X20 / Y21 Sides Sqm 2 0.45

B39 @ X21-X20 / Y21 Bottom Sqm 1

B38 @ X20-X19 / Y21 Sides Sqm 2 0.45

B38 @ X20-X19 / Y21 Bottom Sqm 1

B32 @ X29-X27 / Y20 Sides Sqm 2 0.000

B32 @ X29-X27 / Y20 Bottom Sqm 1

B33 @ X27-X25 / Y20 Sides Sqm 2 0.925

B33 @ X27-X25 / Y20 Bottom Sqm 1

B33 @ X25-X24 / Y20 Sides Sqm 2 0.925

B33 @ X25-X24 / Y20 Sides Sqm 2 0.95

B33 @ X25-X24 / Y20 Bottom Sqm 1

B34 @ X23-X22 / Y20 Sides Sqm 2 0.45

B34 @ X23-X22 / Y20 Bottom Sqm 1

B35 @ X22-X21 / Y20 Sides Sqm 2 0.45

B35 @ X22-X21 / Y20 Bottom Sqm 1

B35 @ X21-X20 / Y20 Sides Sqm 2 0.45

B35 @ X21-X20 / Y20 Bottom Sqm 1

B34 @ X20-X19 / Y20 Sides Sqm 2 0.45

B34 @ X20-X19 / Y20 Bottom Sqm 1

B22 @ X27-X24 / Y18, Y9 Sides Sqm 4 0.725

B22 @ X27-X24 / Y18, Y9 Bottom Sqm 2

B26 @ X24-X23 / Y18, Y10 Sides Sqm 4 0.45

B26 @ X24-X23 / Y18, Y10 Bottom Sqm 2

B27 @ X23-X22 / Y18, Y11 Sides Sqm 2 0.6

B27 @ X23-X22 / Y18, Y11 Sides Sqm 2 0.75

B27 @ X23-X22 / Y18, Y11 Bottom Sqm 2

B28 @ X22-X21 / Y18, Y11 Sides Sqm 2 0.6

B28 @ X22-X21 / Y18, Y11 Sides Sqm 2 0.75

B28 @ X22-X21 / Y18, Y11 Bottom Sqm 2

B28 @ X21-X20 / Y18, Y11 Sides Sqm 2 0.6

B28 @ X21-X20 / Y18, Y111 Sides Sqm 2 0.75

B28 @ X21-X20 / Y18, Y11 Bottom Sqm 2

B27 @ X20-X19 / Y18, Y11 Sides Sqm 2 0.6

B27 @ X20-X19 / Y18, Y11 Sides Sqm 2 0.75

B27 @ X20-X19 / Y18, Y11 Bottom Sqm 2

B29 @ X27-X24 / Y16, Y14, Y12 Bottom Sqm 3

B30 @ X27-X24 / Y15, Y13 Sides Sqm 4 0.725

B30 @ X27-X24 / Y15, Y13 Bottom Sqm 2

B31 @ X24-X23 / Y15, Y13 Sides Sqm 4 0.45

B31 @ X24-X23 / Y15, Y13 Bottom Sqm 2

B25 @ X27-X24 / Y10 Sides Sqm 2 0.725

B25 @ X27-X24 / Y10 Bottom Sqm 1

B23 @ X23-X22, X20-X19 / Y9 Sides Sqm 3 0.45

B23 @ X23-X22, X20-X19 / Y9 Sides Sqm 1 0.6

B23 @ X23-X22, X20-X19 / Y9 Bottom Sqm 2

B24 @ X22-X21, X21-X20 / Y9 Sides Sqm 4 0.45

B24 @ X22-X21, X21-X20 / Y9 Bottom Sqm 2

B17 @ X27-X25 / Y7 Sides Sqm 1 0.925

B17 @ X27-X25 / Y7 Sides Sqm 1 0.95

B17 @ X27-X25 / Y7 Bottom Sqm 1

B18 @ X25-X24 / Y7 Sides Sqm 1 0.925

B18 @ X25-X24 / Y7 Sides Sqm 1 0.95

B18 @ X25-X24 / Y7 Bottom Sqm 1

B19 @ X24-X23 / Y7 Sides Sqm 2 0.45

B19 @ X24-X23 / Y7 Bottom Sqm 1

B20 @ X23-X22,X22-X21,X21-X20 / Y7 Sides Sqm 6 0.45

B20 @ X23-X22,X22-X21,X21-X20 / Y7 Bottom Sqm 3

B21 @ X20-X19 / Y7 Sides Sqm 2 0.45

B21 @ X20-X19 / Y7 Bottom Sqm 1

B11 @ X29-X27 / Y6 Sides Sqm 1 0.000

B11 @ X29-X27 / Y6 Sides Sqm 1 0.75

B11 @ X29-X27 / Y6 Bottom Sqm 1

B12 @ X27-X25 / Y6 Sides Sqm 2 0.6

B12 @ X27-X25 / Y6 Sides Sqm 2 0.000

B12 @ X27-X25 / Y6 Bottom Sqm 1

B13 @ X25-X24 / Y6 Sides Sqm 2 0.6

B13 @ X25-X24 / Y6 Sides Sqm 2 0.000

B13 @ X25-X24 / Y6 Bottom Sqm 1

B14 @ X24-X23 / Y6 Sides Sqm 2 0.6

B14 @ X24-X23 / Y6 Sides Sqm 2 0.000

B14 @ X24-X23 / Y66 Bottom Sqm 1

B15 @ X23-X22,X22-X21,X21-X20 / Y6 Sides Sqm 6 0.45

B15 @ X23-X22,X22-X21,X21-X20 / Y6 Bottom Sqm 3

B16 @ X20-X19 / Y6 Sides Sqm 2 0.45

B16 @ X20-X19 / Y6 Bottom Sqm 1

B6 @ X25-X24 / Y3 Sides Sqm 2 0.4

B6 @ X25-X24 / Y3 Bottom Sqm 1

B3 @ X25-X24 / Y2 Sides Sqm 1 0.000

B3 @ X25-X24 / Y2 Sides Sqm 1 0.75

B3 @ X25-X24 / Y2 Bottom Sqm 1

B4 @ X24-X23 / Y2 Sides Sqm 1 0.6

B4 @ X24-X23 / Y2 Sides Sqm 1 0.75

B4 @ X24-X23 / Y2 Bottom Sqm 1

B174 @ X23-X22, X20-X19 / Y2 Sides Sqm 2 0.6

B174 @ X23-X22, X20-X19 / Y2 Sides Sqm 2 0.75

B174 @ X23-X22, X20-X19 / Y2 Bottom Sqm 2

B175 @ X22-X21, X21-X20 / Y2 Sides Sqm 2 0.6

B175 @ X22-X21, X21-X20 / Y2 Sides Sqm 2 0.75

B175 @ X22-X21, X21-X20 / Y2 Bottom Sqm 2

B45 @ Y1-Y4, Y21-Y25 / X29 Sides Sqm 4 0.75

B45 @ Y1-Y4, Y21-Y25 / X29 Bottom Sqm 2

B46 @ Y4-Y6, Y20-Y21 / X29 Sides Sqm 2 0.000

B46 @ Y4-Y6, Y20-Y21 / X29 Sides Sqm 2 0.75

B46 @ Y4-Y6, Y20-Y21 / X29 Bottom Sqm 2

B47 @ Y1-Y3, Y23-Y25 / X27 Sides Sqm 4 0.75

B47 @ Y1-Y3, Y23-Y25 / X272 Bottom Sqm 2

B48 @ Y3-Y4, Y21-Y23 / X27 Bottom Sqm 2 0.999 0.3

B49 @ Y4-Y6, Y20-Y21 / X27 Sides Sqm 4 0.000

B49 @ Y4-Y6, Y20-Y21 / X27 Bottom Sqm 2

B50 @ Y6-Y7 / X27 Sides Sqm 1 0.6

B50 @ Y6-Y7 / X27 Sides Sqm 1 0.75

B50 @ Y6-Y7 / X27 Bottom Sqm 1

B51 @ Y7-Y9 / X27 Sides Sqm 1 0.000

B51 @ Y7-Y9 / X27 Sides Sqm 1 0.75

B51 @ Y7-Y9 / X27 Bottom Sqm 1

B52 @ Y9-Y10 / X27 Sides Sqm 1 0.000

B52 @ Y9-Y10 / X27 Sides Sqm 1 0.75

B52 @ Y9-Y10 / X27 Bottom Sqm 1

B52 @ Y10-Y16 / X27 Sides Sqm 5 0.000

B52 @ Y10-Y16 / X27 Sides Sqm 5 0.75

B52 @ Y10-Y16 / X27 Bottom Sqm 5

B52 @ Y16-Y18 / X27 Sides Sqm 1 0.000

B52 @ Y16-Y18 / X27 Sides Sqm 1 0.75

B52 @ Y16-Y18 / X27 Bottom Sqm 1

B51 @ Y18-Y20 / X27 Sides Sqm 1 0.000

B51 @ Y18-Y20 / X27 Sides Sqm 1 0.75

B51 @ Y18-Y20 / X27 Bottom Sqm 1

B55 @ Y1-Y3, Y23-Y25 / X26 Sides Sqm 4 0.75

B55 @ Y1-Y3, Y23-Y25 / X26 Bottom Sqm 2

B56 @ Y1-Y3, / X25 Sides Sqm 1 0.95

B56 @ Y1-Y3, / X25 Sides Sqm 1 1.05

B56 @ Y1-Y3, / X25 Bottom Sqm 1

B57 @ Y3-Y6, / X25 Sides Sqm 1 0.85

B57 @ Y3-Y6, / X25 Sides Sqm 1 0.875

B57 @ Y3-Y6, / X25 Bottom Sqm 1

B58 @ Y6-Y7, / X25 Sides Sqm 2 0.45

B58 @ Y6-Y7, / X25 Bottom Sqm 1

B59 @ Y20-Y21 / X25 Sides Sqm 1 0.45

B59 @ Y20-Y21 / X25 Sides Sqm 1 0.425

B59 @ Y20-Y21 / X25 Bottom Sqm 1

B60 @ Y21-Y23 / X25 Sides Sqm 1 0.45

B60 @ Y21-Y23 / X25 Sides Sqm 1 0.425

B60 @ Y21-Y23 / X25 Bottom Sqm 1

B61 @ Y23-Y25 / X25 Sides Sqm 1 0.9

B61 @ Y23-Y25 / X25 Sides Sqm 1 1.05

B61 @ Y23-Y25 / X25 Bottom Sqm 1

B62 @ Y21-Y24 / X24' Sides Sqm 2 0.45

B62 @ Y21-Y24 / X24' Bottom Sqm 1

B63 @ Y2-Y6 / X24 Sides Sqm 2 0.85

B63 @ Y2-Y6 / X24 Bottom Sqm 1

B64 @ Y6-Y7 / X24 Sides Sqm 2 0.45

B64 @ Y6-Y7 / X24 Bottom Sqm 1

B65 @ Y7-Y9 / X24 Sides Sqm 1 0.000

B65 @ Y7-Y9 / X24 Sides Sqm 1 0.6

B65 @ Y7-Y9 / X24 Bottom Sqm 1

B66 @ Y9-Y10 / X24 Sides Sqm 1 0.000

B66 @ Y9-Y10 / X24 Sides Sqm 1 0.6

B66 @ Y9-Y10 / X24 Bottom Sqm 1

B66 @ Y10-Y16 / X24 Sides Sqm 5 0.000

B66 @ Y10-Y16 / X24 Sides Sqm 5 0.6

B66 @ Y10-Y16 / X24 Bottom Sqm 5

B66 @ Y16-Y18 / X24 Sides Sqm 1 0.000

B66 @ Y16-Y18 / X24 Sides Sqm 1 0.6

B66 @ Y16-Y18 / X24 Bottom Sqm 1

B65 @ Y18-Y20 / X24 Sides Sqm 1 0.000

B65 @ Y18-Y20 / X24 Sides Sqm 1 0.6

B65 @ Y18-Y20 / X24 Bottom Sqm 1

B67 @ Y20-Y21 / X24 Sides Sqm 2 0.45

B67 @ Y20-Y21 / X24 Bottom Sqm 1

B68 @ Y21-Y24 / X24 Sides Sqm 2 0.45

B68 @ Y21-Y24 / X24 Bottom Sqm 1

B168 @ Y2-Y6 / X23 Sides Sqm 1 0.85

B168 @ Y2-Y6 / X23 Sides Sqm 1 0.9

B168 @ Y2-Y6 / X23 Bottom Sqm 1

B71 @ Y6-Y7 / X23 Sides Sqm 2 0.45

B71 @ Y6-Y7 / X23 Bottom Sqm 1

B72 @ Y7-Y11 / X23 Sides Sqm 2 0.000 0.6

B72 @ Y7-Y11 / X23 Bottom Sqm 1 0.000 0.45

B73 @ Y11-Y13 / X23 Sides Sqm 1 0.6

B73 @ Y11-Y13 / X23 Sides Sqm 1 0.75

B73 @ Y11-Y13 / X23 Bottom Sqm 1

B74 @ Y13-Y15 / X23 Sides Sqm 1 0.6

B74 @ Y13-Y15 / X23 Sides Sqm 1 0.75

B74 @ Y13-Y15 / X23 Bottom Sqm 1

B75 @ Y15-Y18 / X23 Sides Sqm 1 0.6

B75 @ Y15-Y18 / X23 Sides Sqm 1 0.75

B75 @ Y15-Y18 / X23 Bottom Sqm 1

B76 @ Y18-Y21 / X23 Sides Sqm 2 0.6

B76 @ Y18-Y21 / X23 Bottom Sqm 1

B77 @ Y21-Y24 / X23 Sides Sqm 2 0.9

B77 @ Y21-Y24 / X23 Bottom Sqm 1

B169 @ Y2-Y6 / X22, X21, X20 Sides Sqm 6 0.6

B169 @ Y2-Y6 / X22, X21, X20 Bottom Sqm 3

B79 @ Y6-Y7 / X22, X21, X20 Sides Sqm 6 0.45

B79 @ Y6-Y7 / X22, X21, X20 Bottom Sqm 3

B81 @ Y18-Y21 / X22, X21, X20 Sides Sqm 6 0.6

B81 @ Y18-Y21 / X22, X21, X20 Bottom Sqm 3

B82 @ Y21-Y24 / X22, X21, X20 Sides Sqm 6 0.45

B82 @ Y21-Y24 / X22, X21, X20 Bottom Sqm 3

B170 @ Y2-Y6 / X19 Sides Sqm 1 0.6

B170 @ Y2-Y6 / X19 Sides Sqm 1 0.75

B170 @ Y2-Y6 / X19 Bottom Sqm 1

B84 @ Y6-Y7 / X19 Sides Sqm 1 0.45

B84 @ Y6-Y7 / X19 Sides Sqm 1 0.6

B84 @ Y6-Y7 / X19 Bottom Sqm 1

B85 @ Y7-Y11 / X19 Sides Sqm 1 0.000 0.6

B85 @ Y7-Y11 / X19 Bottom Sqm 1 0.000 0.45

B86 @ Y11-Y13 / X19 Sides Sqm 2 0.75

B86 @ Y11-Y13 / X19 Bottom Sqm 1

B87 @ Y13-Y15 / X19 Sides Sqm 2 0.75

B87 @ Y13-Y15 / X19 Bottom Sqm 1

B88 @ Y15-Y18 / X19 Sides Sqm 2 0.75

B88 @ Y15-Y18 / X19 Bottom Sqm 1

B89 @ Y18-Y21 / X19 Sides Sqm 1 0.6

B89 @ Y18-Y21 / X19 Sides Sqm 1 0.75

B89 @ Y18-Y21 / X19 Bottom Sqm 1

B90 @ Y21-Y24 / X19 Sides Sqm 1 0.45

B90 @ Y21-Y24 / X19 Sides Sqm 1 0.6

B90 @ Y21-Y24 / X19 Bottom Sqm 1

Near B23 @ X6-X7, X22-X23 / Y9 Sides Sqm 1 0.000 0.6

Near B23 @ X6-X7, X22-X23 / Y9 Sides Sqm 1 0.000 0.45

Near B23 @ X6-X7, X22-X23 / Y9 Bottom Sqm 1 0.000 0.3

Near B80 @ Y9-Y11 / X7, X22 Sides Sqm 1 0.000 0.6

Near B80 @ Y9-Y11 / X7, X22 Sides Sqm 1 0.000 0.45

Near B80 @ Y9-Y11 / X7, X22 Bottom Sqm 1 0.000 0.125

Medical College 3rd Floor slab Beam Side (@ X11-X18/Y8-15) (Level 109.95)

Medical College 3rd Floor slab Beam Side(@ X11-X18/Y2-8) (Level 114.25)

Medical College 3rd Floor Slab Beam +17250, +18000, +18550 Lvl @ X11-13,X16-18/Y15-24

Beam, Side & Bottom

I/S Sqm 4 - 0.6

I/S Sqm 4 - 0.6

I/S Sqm 4 - 0.6

I/S Sqm 4 - 0.6

I/S Sqm 4 - 0.6

I/S Sqm 4 - 0.6

I/S Sqm 4 - 0.6

Stair side beam Bott. Sqm 2 -

I/S Sqm 4 - 0.6

I/S Sqm 2 - 0.6

Medical College 4th Floor Beam (Grid-X-X10 / Y1-Y25) +118.550 Lvl

B1 @ X27-X29 / Y25, Y1 Sides Sqm 4 1.05

B1 @ X27-X29 / Y25, Y1 Sides Sqm 4 0.8

B1 @ X27-X29 / Y25, Y1 Bottom Sqm 2

B2 @ X26-X27 / Y25, Y1 Sides Sqm 4 0.75

B2 @ X26-X27 / Y25, Y1 Bottom Sqm 2

B2 @ X26-X25 / Y25, Y1 Bottom Sqm 2 0.999 0.3

B40 @ X25-X24' / Y24 Sides Sqm 2 0.6

B40 @ X25-X24' / Y24 Bottom Sqm 1

B41 @ X24'-X24 / Y24 Bottom Sqm 1 0.999 0.3

B42 @ X24-X23 / Y24 Sides Sqm 2 0.6

B42 @ X24-X23 / Y24 Bottom Sqm 1

B43 @ X23-X22 / Y24 Sides Sqm 2 0.6

B43 @ X23-X22 / Y24 Bottom Sqm 1

B44 @ X22-X21 / Y24 Sides Sqm 2 0.6

B44 @ X22-X21 / Y24 Bottom Sqm 1

B44 @ X21-X20 / Y24 Sides Sqm 2 0.6

B44 @ X21-X20 / Y24 Bottom Sqm 1

B43 @ X20-X19 / Y24 Sides Sqm 2 0.6

B43 @ X20-X19 / Y24 Bottom Sqm 1

B5 @ X27-X26 / Y23, Y3 Sides Sqm 8 0.6

B5 @ X27-X26 / Y23, Y3 Bottom Sqm 4

B10 @ X29-X27 / Y21, Y4 Sides Sqm 2 0.425

B10 @ X29-X27 / Y21, Y4 Sides Sqm 2 0.6

B10 @ X29-X27 / Y21, Y4 Bottom Sqm 2

B36 @ X25-X24 / Y21 Sides Sqm 2 0.9

B36 @ X25-X24 / Y21 Bottom Sqm 1

B37 @ X24-X23 / Y21 Sides Sqm 2 0.9

B37 @ X24-X23 / Y21 Bottom Sqm 1

B38 @ X23-X22 / Y21 Sides Sqm 2 0.45

B38 @ X23-X22 / Y21 Bottom Sqm 1

B39 @ X22-X21 / Y21 Sides Sqm 2 0.45

B39 @ X22-X21 / Y21 Bottom Sqm 1

B39 @ X21-X20 / Y21 Sides Sqm 2 0.45

B39 @ X21-X20 / Y21 Bottom Sqm 1

B38 @ X20-X19 / Y21 Sides Sqm 2 0.45

B38 @ X20-X19 / Y21 Bottom Sqm 1

B32 @ X29-X27 / Y20 Sides Sqm 2 0.000

B32 @ X29-X27 / Y20 Bottom Sqm 1

B33 @ X27-X25 / Y20 Sides Sqm 2 0.925

B33 @ X27-X25 / Y20 Bottom Sqm 1

B33 @ X25-X24 / Y20 Sides Sqm 2 0.925

B33 @ X25-X24 / Y20 Sides Sqm 2 0.95

B33 @ X25-X24 / Y20 Bottom Sqm 1

B34 @ X23-X22 / Y20 Sides Sqm 2 0.45

B34 @ X23-X22 / Y20 Bottom Sqm 1

B35 @ X22-X21 / Y20 Sides Sqm 2 0.45

B35 @ X22-X21 / Y20 Bottom Sqm 1

B35 @ X21-X20 / Y20 Sides Sqm 2 0.45

B35 @ X21-X20 / Y20 Bottom Sqm 1

B34 @ X20-X19 / Y20 Sides Sqm 2 0.45

B34 @ X20-X19 / Y20 Bottom Sqm 1

B22 @ X27-X24 / Y18, Y9 Sides Sqm 4 0.725

B22 @ X27-X24 / Y18, Y9 Bottom Sqm 2

B26 @ X24-X23 / Y18, Y10 Sides Sqm 4 0.45

B26 @ X24-X23 / Y18, Y10 Bottom Sqm 2

B27 @ X23-X22 / Y18, Y11 Sides Sqm 4 0.6

B27 @ X23-X22 / Y18, Y11 Bottom Sqm 2

B28 @ X22-X21 / Y18, Y11 Sides Sqm 4 0.6

B28 @ X22-X21 / Y18, Y11 Bottom Sqm 2

B28 @ X21-X20 / Y18, Y11 Sides Sqm 4 0.6

B28 @ X21-X20 / Y18, Y11 Bottom Sqm 2

B27 @ X20-X19 / Y18, Y11 Sides Sqm 4 0.6

B27 @ X20-X19 / Y18, Y11 Bottom Sqm 2

B29 @ X27-X24 / Y16, Y14, Y12 Bottom Sqm 3

B30 @ X27-X24 / Y15, Y13 Sides Sqm 4 0.725

B30 @ X27-X24 / Y15, Y13 Bottom Sqm 2

B31 @ X24-X23 / Y15, Y13 Sides Sqm 4 0.45

B31 @ X24-X23 / Y15, Y13 Bottom Sqm 2

B25 @ X27-X24 / Y10 Sides Sqm 2 0.725

B25 @ X27-X24 / Y10 Bottom Sqm 1

B23 @ X23-X22, X20-X19 / Y9 Sides Sqm 6 0.45

B23 @ X23-X22, X20-X19 / Y9 Bottom Sqm 3

B24 @ X22-X21, X21-X20 / Y9 Sides Sqm 4 0.45

B24 @ X22-X21, X21-X20 / Y9 Bottom Sqm 2

B17 @ X27-X25 / Y7 Sides Sqm 1 0.925

B17 @ X27-X25 / Y7 Sides Sqm 1 0.95

B17 @ X27-X25 / Y7 Bottom Sqm 1

B18 @ X25-X24 / Y7 Sides Sqm 1 0.925

B18 @ X25-X24 / Y7 Sides Sqm 1 0.95

B18 @ X25-X24 / Y7 Bottom Sqm 1

B19 @ X24-X23 / Y7 Sides Sqm 2 0.45

B19 @ X24-X23 / Y7 Bottom Sqm 1

B20 @ X23-X22,X22-X21,X21-X20 / Y7 Sides Sqm 6 0.45

B20 @ X23-X22,X22-X21,X21-X20 / Y7 Bottom Sqm 3

B21 @ X20-X19 / Y7 Sides Sqm 2 0.45

B21 @ X20-X19 / Y7 Bottom Sqm 1

B11 @ X29-X27 / Y6 Sides Sqm 1 0.000

B11 @ X29-X27 / Y6 Sides Sqm 1 0.6

B11 @ X29-X27 / Y6 Bottom Sqm 1

B12 @ X27-X25 / Y6 Sides Sqm 2 0.6

B12 @ X27-X25 / Y6 Sides Sqm 2 0.000

B12 @ X27-X25 / Y6 Bottom Sqm 1

B13 @ X25-X24 / Y6 Sides Sqm 2 0.6

B13 @ X25-X24 / Y6 Sides Sqm 2 0.000

B13 @ X25-X24 / Y6 Bottom Sqm 1

B14 @ X24-X23 / Y6 Sides Sqm 2 0.6

B14 @ X24-X23 / Y6 Sides Sqm 2 0.000

B14 @ X24-X23 / Y66 Bottom Sqm 1

B15 @ X23-X22,X22-X21,X21-X20 / Y6 Sides Sqm 6 0.45

B15 @ X23-X22,X22-X21,X21-X20 / Y6 Bottom Sqm 3

B16 @ X20-X19 / Y6 Sides Sqm 2 0.45

B16 @ X20-X19 / Y6 Bottom Sqm 1

B6 @ X25-X24 / Y3 Sides Sqm 2 0.4

B6 @ X25-X24 / Y3 Bottom Sqm 1

B3 @ X25-X24 / Y2 Sides Sqm 1 0.000

B3 @ X25-X24 / Y2 Sides Sqm 1 0.75

B3 @ X25-X24 / Y2 Bottom Sqm 1

B4 @ X24-X23 / Y2 Sides Sqm 1 0.6

B4 @ X24-X23 / Y2 Sides Sqm 1 0.75

B4 @ X24-X23 / Y2 Bottom Sqm 1

B174 @ X23-X22, X20-X19 / Y2 Sides Sqm 2 0.6

B174 @ X23-X22, X20-X19 / Y2 Sides Sqm 2 0.75

B174 @ X23-X22, X20-X19 / Y2 Bottom Sqm 2

B175 @ X22-X21, X21-X20 / Y2 Sides Sqm 2 0.6

B175 @ X22-X21, X21-X20 / Y2 Sides Sqm 2 0.75

B175 @ X22-X21, X21-X20 / Y2 Bottom Sqm 2

B45 @ Y1-Y4, Y21-Y25 / X29 Sides Sqm 4 0.75

B45 @ Y1-Y4, Y21-Y25 / X29 Bottom Sqm 2

B46 @ Y4-Y6, Y20-Y21 / X29 Sides Sqm 2 0.000

B46 @ Y4-Y6, Y20-Y21 / X29 Sides Sqm 2 0.6

B46 @ Y4-Y6, Y20-Y21 / X29 Bottom Sqm 2

B47 @ Y1-Y3, Y23-Y25 / X27 Sides Sqm 4 0.75

B47 @ Y1-Y3, Y23-Y25 / X272 Bottom Sqm 2

B48 @ Y3-Y4, Y21-Y23 / X27 Bottom Sqm 2 0.999 0.3

B49 @ Y4-Y6, Y20-Y21 / X27 Sides Sqm 4 0.000

B49 @ Y4-Y6, Y20-Y21 / X27 Bottom Sqm 2

B50 @ Y6-Y7 / X27 Sides Sqm 2 0.6

B50 @ Y6-Y7 / X27 Bottom Sqm 1

B51 @ Y7-Y9 / X27 Sides Sqm 1 0.000

B51 @ Y7-Y9 / X27 Sides Sqm 1 0.6

B51 @ Y7-Y9 / X27 Bottom Sqm 1

B52 @ Y9-Y10 / X27 Sides Sqm 1 0.000

B52 @ Y9-Y10 / X27 Sides Sqm 1 0.6

B52 @ Y9-Y10 / X27 Bottom Sqm 1

B52 @ Y10-Y16 / X27 Sides Sqm 5 0.000

B52 @ Y10-Y16 / X27 Sides Sqm 5 0.75

B52 @ Y10-Y16 / X27 Bottom Sqm 5

B52 @ Y16-Y18 / X27 Sides Sqm 1 0.000

B52 @ Y16-Y18 / X27 Sides Sqm 1 0.75

B52 @ Y16-Y18 / X27 Bottom Sqm 1

B51 @ Y18-Y20 / X27 Sides Sqm 1 0.000

B51 @ Y18-Y20 / X27 Sides Sqm 1 0.75

B51 @ Y18-Y20 / X27 Bottom Sqm 1

B55 @ Y1-Y3, Y23-Y25 / X26 Sides Sqm 4 0.75

B55 @ Y1-Y3, Y23-Y25 / X26 Bottom Sqm 2

B56 @ Y1-Y3, / X25 Sides Sqm 1 0.95

B56 @ Y1-Y3, / X25 Sides Sqm 1 1.05

B56 @ Y1-Y3, / X25 Bottom Sqm 1

B57 @ Y3-Y6, / X25 Sides Sqm 1 0.85

B57 @ Y3-Y6, / X25 Sides Sqm 1 0.875

B57 @ Y3-Y6, / X25 Bottom Sqm 1

B58 @ Y6-Y7, / X25 Sides Sqm 2 0.45

B58 @ Y6-Y7, / X25 Bottom Sqm 1

B59 @ Y20-Y21 / X25 Sides Sqm 1 0.45

B59 @ Y20-Y21 / X25 Sides Sqm 1 0.425

B59 @ Y20-Y21 / X25 Bottom Sqm 1

B60 @ Y21-Y23 / X25 Sides Sqm 1 0.45

B60 @ Y21-Y23 / X25 Sides Sqm 1 0.425

B60 @ Y21-Y23 / X25 Bottom Sqm 1

B61 @ Y23-Y25 / X25 Sides Sqm 1 0.9

B61 @ Y23-Y25 / X25 Sides Sqm 1 1.05

B61 @ Y23-Y25 / X25 Bottom Sqm 1

B62 @ Y21-Y24 / X24' Sides Sqm 2 0.45

B62 @ Y21-Y24 / X24' Bottom Sqm 1

B63 @ Y2-Y6 / X24 Sides Sqm 2 0.85

B63 @ Y2-Y6 / X24 Bottom Sqm 1

B64 @ Y6-Y7 / X24 Sides Sqm 2 0.45

B64 @ Y6-Y7 / X24 Bottom Sqm 1

B65 @ Y7-Y9 / X24 Sides Sqm 1 0.000

B65 @ Y7-Y9 / X24 Sides Sqm 1 0.6

B65 @ Y7-Y9 / X24 Bottom Sqm 1

B66 @ Y9-Y10 / X24 Sides Sqm 1 0.000

B66 @ Y9-Y10 / X24 Sides Sqm 1 0.6

B66 @ Y9-Y10 / X24 Bottom Sqm 1

B66 @ Y10-Y16 / X24 Sides Sqm 5 0.000

B66 @ Y10-Y16 / X24 Sides Sqm 5 0.6

B66 @ Y10-Y16 / X24 Bottom Sqm 5

B66 @ Y16-Y18 / X24 Sides Sqm 1 0.000

B66 @ Y16-Y18 / X24 Sides Sqm 1 0.6

B66 @ Y16-Y18 / X24 Bottom Sqm 1

B65 @ Y18-Y20 / X24 Sides Sqm 1 0.000

B65 @ Y18-Y20 / X24 Sides Sqm 1 0.6

B65 @ Y18-Y20 / X24 Bottom Sqm 1

B67 @ Y20-Y21 / X24 Sides Sqm 2 0.45

B67 @ Y20-Y21 / X24 Bottom Sqm 1

B68 @ Y21-Y24 / X24 Sides Sqm 2 0.45

B68 @ Y21-Y24 / X24 Bottom Sqm 1

B168 @ Y2-Y6 / X23 Sides Sqm 1 0.85

B168 @ Y2-Y6 / X23 Sides Sqm 1 0.9

B168 @ Y2-Y6 / X23 Bottom Sqm 1

B71 @ Y6-Y7 / X23 Sides Sqm 2 0.45

B71 @ Y6-Y7 / X23 Bottom Sqm 1

B72 @ Y7-Y11 / X23 Sides Sqm 2 0.000 0.6

B72 @ Y7-Y11 / X23 Bottom Sqm 1 0.000 0.45

B73 @ Y11-Y13 / X23 Sides Sqm 1 0.6

B73 @ Y11-Y13 / X23 Sides Sqm 1 0.75

B73 @ Y11-Y13 / X23 Bottom Sqm 1

B74 @ Y13-Y15 / X23 Sides Sqm 1 0.6

B74 @ Y13-Y15 / X23 Sides Sqm 1 0.75

B74 @ Y13-Y15 / X23 Bottom Sqm 1

B75 @ Y15-Y18 / X23 Sides Sqm 1 0.6

B75 @ Y15-Y18 / X23 Sides Sqm 1 0.75

B75 @ Y15-Y18 / X23 Bottom Sqm 1

B76 @ Y18-Y21 / X23 Sides Sqm 2 0.6

B76 @ Y18-Y21 / X23 Bottom Sqm 1

B77 @ Y21-Y24 / X23 Sides Sqm 2 0.9

B77 @ Y21-Y24 / X23 Bottom Sqm 1

B169 @ Y2-Y6 / X22, X21, X20 Sides Sqm 6 0.6

B169 @ Y2-Y6 / X22, X21, X20 Bottom Sqm 3

B79 @ Y6-Y7 / X22, X21, X20 Sides Sqm 6 0.45

B79 @ Y6-Y7 / X22, X21, X20 Bottom Sqm 3

B81 @ Y18-Y21 / X22, X21, X20 Sides Sqm 6 0.6

B81 @ Y18-Y21 / X22, X21, X20 Bottom Sqm 3

B82 @ Y21-Y24 / X22, X21, X20 Sides Sqm 6 0.45

B82 @ Y21-Y24 / X22, X21, X20 Bottom Sqm 3

B170 @ Y2-Y6 / X19 Sides Sqm 1 0.6

B170 @ Y2-Y6 / X19 Sides Sqm 1 0.75

B170 @ Y2-Y6 / X19 Bottom Sqm 1

B84 @ Y6-Y7 / X19 Sides Sqm 1 0.45

B84 @ Y6-Y7 / X19 Sides Sqm 1 0.6

B84 @ Y6-Y7 / X19 Bottom Sqm 1

B85 @ Y7-Y11 / X19 Sides Sqm 1 0.000 0.6

B85 @ Y7-Y11 / X19 Bottom Sqm 1 0.000 0.45

B86 @ Y11-Y13 / X19 Sides Sqm 2 0.75

B86 @ Y11-Y13 / X19 Bottom Sqm 1

B87 @ Y13-Y15 / X19 Sides Sqm 2 0.75

B87 @ Y13-Y15 / X19 Bottom Sqm 1

B88 @ Y15-Y18 / X19 Sides Sqm 2 0.75

B88 @ Y15-Y18 / X19 Bottom Sqm 1

B89 @ Y18-Y21 / X19 Sides Sqm 1 0.6

B89 @ Y18-Y21 / X19 Sides Sqm 1 0.75

B89 @ Y18-Y21 / X19 Bottom Sqm 1

B90 @ Y21-Y24 / X19 Sides Sqm 1 0.45

B90 @ Y21-Y24 / X19 Sides Sqm 1 0.6

B90 @ Y21-Y24 / X19 Bottom Sqm 1

Near B23 @ X6-X7, X22-X23 / Y9 Sides Sqm 1 0.000 0.6

Near B23 @ X6-X7, X22-X23 / Y9 Sides Sqm 1 0.000 0.45

Near B23 @ X6-X7, X22-X23 / Y9 Bottom Sqm 1 0.000 0.3

Near B80 @ Y9-Y11 / X7, X22 Sides Sqm 1 0.000 0.6

Near B80 @ Y9-Y11 / X7, X22 Sides Sqm 1 0.000 0.45

Near B80 @ Y9-Y11 / X7, X22 Bottom Sqm 1 0.000 0.125

Medical College 4th Floor Beam (Grid-X19-X29 / Y1-Y25) +118.550 Lvl

B1 @ X27-X29 / Y25, Y1 Sides Sqm 4 1.05

B1 @ X27-X29 / Y25, Y1 Sides Sqm 4 0.8

B1 @ X27-X29 / Y25, Y1 Bottom Sqm 2

B2 @ X26-X27 / Y25, Y1 Sides Sqm 4 0.75

B2 @ X26-X27 / Y25, Y1 Bottom Sqm 2

B2 @ X26-X25 / Y25, Y1 Bottom Sqm 2 0.999 0.3

B40 @ X25-X24' / Y24 Sides Sqm 2 0.6

B40 @ X25-X24' / Y24 Bottom Sqm 1

B41 @ X24'-X24 / Y24 Bottom Sqm 1 0.999 0.3

B42 @ X24-X23 / Y24 Sides Sqm 2 0.6

B42 @ X24-X23 / Y24 Bottom Sqm 1

B43 @ X23-X22 / Y24 Sides Sqm 2 0.6

B43 @ X23-X22 / Y24 Bottom Sqm 1

B44 @ X22-X21 / Y24 Sides Sqm 2 0.6

B44 @ X22-X21 / Y24 Bottom Sqm 1

B44 @ X21-X20 / Y24 Sides Sqm 2 0.6

B44 @ X21-X20 / Y24 Bottom Sqm 1

B43 @ X20-X19 / Y24 Sides Sqm 2 0.6

B43 @ X20-X19 / Y24 Bottom Sqm 1

B5 @ X27-X26 / Y23, Y3 Sides Sqm 8 0.6

B5 @ X27-X26 / Y23, Y3 Bottom Sqm 4

B10 @ X29-X27 / Y21, Y4 Sides Sqm 2 0.425

B10 @ X29-X27 / Y21, Y4 Sides Sqm 2 0.6

B10 @ X29-X27 / Y21, Y4 Bottom Sqm 2

B36 @ X25-X24 / Y21 Sides Sqm 2 0.9

B36 @ X25-X24 / Y21 Bottom Sqm 1

B37 @ X24-X23 / Y21 Sides Sqm 2 0.9

B37 @ X24-X23 / Y21 Bottom Sqm 1

B38 @ X23-X22 / Y21 Sides Sqm 2 0.45

B38 @ X23-X22 / Y21 Bottom Sqm 1

B39 @ X22-X21 / Y21 Sides Sqm 2 0.45

B39 @ X22-X21 / Y21 Bottom Sqm 1

B39 @ X21-X20 / Y21 Sides Sqm 2 0.45

B39 @ X21-X20 / Y21 Bottom Sqm 1

B38 @ X20-X19 / Y21 Sides Sqm 2 0.45

B38 @ X20-X19 / Y21 Bottom Sqm 1

B32 @ X29-X27 / Y20 Sides Sqm 2 0.000

B32 @ X29-X27 / Y20 Bottom Sqm 1

B33 @ X27-X25 / Y20 Sides Sqm 2 0.925

B33 @ X27-X25 / Y20 Bottom Sqm 1

B33 @ X25-X24 / Y20 Sides Sqm 2 0.925

B33 @ X25-X24 / Y20 Sides Sqm 2 0.95

B33 @ X25-X24 / Y20 Bottom Sqm 1

B34 @ X23-X22 / Y20 Sides Sqm 2 0.45

B34 @ X23-X22 / Y20 Bottom Sqm 1

B35 @ X22-X21 / Y20 Sides Sqm 2 0.45

B35 @ X22-X21 / Y20 Bottom Sqm 1

B35 @ X21-X20 / Y20 Sides Sqm 2 0.45

B35 @ X21-X20 / Y20 Bottom Sqm 1

B34 @ X20-X19 / Y20 Sides Sqm 2 0.45

B34 @ X20-X19 / Y20 Bottom Sqm 1

B22 @ X27-X24 / Y18, Y9 Sides Sqm 4 0.725

B22 @ X27-X24 / Y18, Y9 Bottom Sqm 2

B26 @ X24-X23 / Y18, Y10 Sides Sqm 4 0.45

B26 @ X24-X23 / Y18, Y10 Bottom Sqm 2

B27 @ X23-X22 / Y18, Y11 Sides Sqm 4 0.6

B27 @ X23-X22 / Y18, Y11 Bottom Sqm 2

B28 @ X22-X21 / Y18, Y11 Sides Sqm 4 0.6

B28 @ X22-X21 / Y18, Y11 Bottom Sqm 2

B28 @ X21-X20 / Y18, Y11 Sides Sqm 4 0.6

B28 @ X21-X20 / Y18, Y11 Bottom Sqm 2

B27 @ X20-X19 / Y18, Y11 Sides Sqm 4 0.6

B27 @ X20-X19 / Y18, Y11 Bottom Sqm 2

B29 @ X27-X24 / Y16, Y14, Y12 Bottom Sqm 3

B30 @ X27-X24 / Y15, Y13 Sides Sqm 4 0.725

B30 @ X27-X24 / Y15, Y13 Bottom Sqm 2

B31 @ X24-X23 / Y15, Y13 Sides Sqm 4 0.45

B31 @ X24-X23 / Y15, Y13 Bottom Sqm 2

B25 @ X27-X24 / Y10 Sides Sqm 2 0.725

B25 @ X27-X24 / Y10 Bottom Sqm 1

B23 @ X23-X22, X20-X19 / Y9 Sides Sqm 6 0.45

B23 @ X23-X22, X20-X19 / Y9 Bottom Sqm 3

B24 @ X22-X21, X21-X20 / Y9 Sides Sqm 4 0.45

B24 @ X22-X21, X21-X20 / Y9 Bottom Sqm 2

B17 @ X27-X25 / Y7 Sides Sqm 1 0.925

B17 @ X27-X25 / Y7 Sides Sqm 1 0.95

B17 @ X27-X25 / Y7 Bottom Sqm 1

B18 @ X25-X24 / Y7 Sides Sqm 1 0.925

B18 @ X25-X24 / Y7 Sides Sqm 1 0.95

B18 @ X25-X24 / Y7 Bottom Sqm 1

B19 @ X24-X23 / Y7 Sides Sqm 2 0.45

B19 @ X24-X23 / Y7 Bottom Sqm 1

B20 @ X23-X22,X22-X21,X21-X20 / Y7 Sides Sqm 6 0.45

B20 @ X23-X22,X22-X21,X21-X20 / Y7 Bottom Sqm 3

B21 @ X20-X19 / Y7 Sides Sqm 2 0.45

B21 @ X20-X19 / Y7 Bottom Sqm 1

B11 @ X29-X27 / Y6 Sides Sqm 1 0.000

B11 @ X29-X27 / Y6 Sides Sqm 1 0.6

B11 @ X29-X27 / Y6 Bottom Sqm 1

B12 @ X27-X25 / Y6 Sides Sqm 2 0.6

B12 @ X27-X25 / Y6 Sides Sqm 2 0.000

B12 @ X27-X25 / Y6 Bottom Sqm 1

B13 @ X25-X24 / Y6 Sides Sqm 2 0.6

B13 @ X25-X24 / Y6 Sides Sqm 2 0.000

B13 @ X25-X24 / Y6 Bottom Sqm 1

B14 @ X24-X23 / Y6 Sides Sqm 2 0.6

B14 @ X24-X23 / Y6 Sides Sqm 2 0.000

B14 @ X24-X23 / Y66 Bottom Sqm 1

B15 @ X23-X22,X22-X21,X21-X20 / Y6 Sides Sqm 6 0.45

B15 @ X23-X22,X22-X21,X21-X20 / Y6 Bottom Sqm 3

B16 @ X20-X19 / Y6 Sides Sqm 2 0.45

B16 @ X20-X19 / Y6 Bottom Sqm 1

B6 @ X25-X24 / Y3 Sides Sqm 2 0.4

B6 @ X25-X24 / Y3 Bottom Sqm 1

B3 @ X25-X24 / Y2 Sides Sqm 1 0.000

B3 @ X25-X24 / Y2 Sides Sqm 1 0.75

B3 @ X25-X24 / Y2 Bottom Sqm 1

B4 @ X24-X23 / Y2 Sides Sqm 1 0.6

B4 @ X24-X23 / Y2 Sides Sqm 1 0.75

B4 @ X24-X23 / Y2 Bottom Sqm 1

B174 @ X23-X22, X20-X19 / Y2 Sides Sqm 2 0.6

B174 @ X23-X22, X20-X19 / Y2 Sides Sqm 2 0.75

B174 @ X23-X22, X20-X19 / Y2 Bottom Sqm 2

B175 @ X22-X21, X21-X20 / Y2 Sides Sqm 2 0.6

B175 @ X22-X21, X21-X20 / Y2 Sides Sqm 2 0.75

B175 @ X22-X21, X21-X20 / Y2 Bottom Sqm 2

B45 @ Y1-Y4, Y21-Y25 / X29 Sides Sqm 4 0.75

B45 @ Y1-Y4, Y21-Y25 / X29 Bottom Sqm 2

B46 @ Y4-Y6, Y20-Y21 / X29 Sides Sqm 2 0.000

B46 @ Y4-Y6, Y20-Y21 / X29 Sides Sqm 2 0.6

B46 @ Y4-Y6, Y20-Y21 / X29 Bottom Sqm 2

B47 @ Y1-Y3, Y23-Y25 / X27 Sides Sqm 4 0.75

B47 @ Y1-Y3, Y23-Y25 / X272 Bottom Sqm 2

B48 @ Y3-Y4, Y21-Y23 / X27 Bottom Sqm 2 0.999 0.3

B49 @ Y4-Y6, Y20-Y21 / X27 Sides Sqm 4 0.000

B49 @ Y4-Y6, Y20-Y21 / X27 Bottom Sqm 2

B50 @ Y6-Y7 / X27 Sides Sqm 2 0.6

B50 @ Y6-Y7 / X27 Bottom Sqm 1

B51 @ Y7-Y9 / X27 Sides Sqm 1 0.000

B51 @ Y7-Y9 / X27 Sides Sqm 1 0.6

B51 @ Y7-Y9 / X27 Bottom Sqm 1

B52 @ Y9-Y10 / X27 Sides Sqm 1 0.000

B52 @ Y9-Y10 / X27 Sides Sqm 1 0.6

B52 @ Y9-Y10 / X27 Bottom Sqm 1

B52 @ Y10-Y16 / X27 Sides Sqm 5 0.000

B52 @ Y10-Y16 / X27 Sides Sqm 5 0.75

B52 @ Y10-Y16 / X27 Bottom Sqm 5

B52 @ Y16-Y18 / X27 Sides Sqm 1 0.000

B52 @ Y16-Y18 / X27 Sides Sqm 1 0.75

B52 @ Y16-Y18 / X27 Bottom Sqm 1

B51 @ Y18-Y20 / X27 Sides Sqm 1 0.000

B51 @ Y18-Y20 / X27 Sides Sqm 1 0.75

B51 @ Y18-Y20 / X27 Bottom Sqm 1

B55 @ Y1-Y3, Y23-Y25 / X26 Sides Sqm 4 0.75

B55 @ Y1-Y3, Y23-Y25 / X26 Bottom Sqm 2

B56 @ Y1-Y3, / X25 Sides Sqm 1 0.95

B56 @ Y1-Y3, / X25 Sides Sqm 1 1.05

B56 @ Y1-Y3, / X25 Bottom Sqm 1

B57 @ Y3-Y6, / X25 Sides Sqm 1 0.85

B57 @ Y3-Y6, / X25 Sides Sqm 1 0.875

B57 @ Y3-Y6, / X25 Bottom Sqm 1

B58 @ Y6-Y7, / X25 Sides Sqm 2 0.45

B58 @ Y6-Y7, / X25 Bottom Sqm 1

B59 @ Y20-Y21 / X25 Sides Sqm 1 0.45

B59 @ Y20-Y21 / X25 Sides Sqm 1 0.425

B59 @ Y20-Y21 / X25 Bottom Sqm 1

B60 @ Y21-Y23 / X25 Sides Sqm 1 0.45

B60 @ Y21-Y23 / X25 Sides Sqm 1 0.425

B60 @ Y21-Y23 / X25 Bottom Sqm 1

B61 @ Y23-Y25 / X25 Sides Sqm 1 0.9

B61 @ Y23-Y25 / X25 Sides Sqm 1 1.05

B61 @ Y23-Y25 / X25 Bottom Sqm 1

B62 @ Y21-Y24 / X24' Sides Sqm 2 0.45

B62 @ Y21-Y24 / X24' Bottom Sqm 1

B63 @ Y2-Y6 / X24 Sides Sqm 2 0.85

B63 @ Y2-Y6 / X24 Bottom Sqm 1

B64 @ Y6-Y7 / X24 Sides Sqm 2 0.45

B64 @ Y6-Y7 / X24 Bottom Sqm 1

B65 @ Y7-Y9 / X24 Sides Sqm 1 0.000

B65 @ Y7-Y9 / X24 Sides Sqm 1 0.6

B65 @ Y7-Y9 / X24 Bottom Sqm 1

B66 @ Y9-Y10 / X24 Sides Sqm 1 0.000

B66 @ Y9-Y10 / X24 Sides Sqm 1 0.6

B66 @ Y9-Y10 / X24 Bottom Sqm 1

B66 @ Y10-Y16 / X24 Sides Sqm 5 0.000

B66 @ Y10-Y16 / X24 Sides Sqm 5 0.6

B66 @ Y10-Y16 / X24 Bottom Sqm 5

B66 @ Y16-Y18 / X24 Sides Sqm 1 0.000

B66 @ Y16-Y18 / X24 Sides Sqm 1 0.6

B66 @ Y16-Y18 / X24 Bottom Sqm 1

B65 @ Y18-Y20 / X24 Sides Sqm 1 0.000

B65 @ Y18-Y20 / X24 Sides Sqm 1 0.6

B65 @ Y18-Y20 / X24 Bottom Sqm 1

B67 @ Y20-Y21 / X24 Sides Sqm 2 0.45

B67 @ Y20-Y21 / X24 Bottom Sqm 1

B68 @ Y21-Y24 / X24 Sides Sqm 2 0.45

B68 @ Y21-Y24 / X24 Bottom Sqm 1

B168 @ Y2-Y6 / X23 Sides Sqm 1 0.85

B168 @ Y2-Y6 / X23 Sides Sqm 1 0.9

B168 @ Y2-Y6 / X23 Bottom Sqm 1

B71 @ Y6-Y7 / X23 Sides Sqm 2 0.45

B71 @ Y6-Y7 / X23 Bottom Sqm 1

B72 @ Y7-Y11 / X23 Sides Sqm 2 0.000 0.6

B72 @ Y7-Y11 / X23 Bottom Sqm 1 0.000 0.45

B73 @ Y11-Y13 / X23 Sides Sqm 1 0.6

B73 @ Y11-Y13 / X23 Sides Sqm 1 0.75

B73 @ Y11-Y13 / X23 Bottom Sqm 1

B74 @ Y13-Y15 / X23 Sides Sqm 1 0.6

B74 @ Y13-Y15 / X23 Sides Sqm 1 0.75

B74 @ Y13-Y15 / X23 Bottom Sqm 1

B75 @ Y15-Y18 / X23 Sides Sqm 1 0.6

B75 @ Y15-Y18 / X23 Sides Sqm 1 0.75

B75 @ Y15-Y18 / X23 Bottom Sqm 1

B76 @ Y18-Y21 / X23 Sides Sqm 2 0.6

B76 @ Y18-Y21 / X23 Bottom Sqm 1

B77 @ Y21-Y24 / X23 Sides Sqm 2 0.9

B77 @ Y21-Y24 / X23 Bottom Sqm 1

B169 @ Y2-Y6 / X22, X21, X20 Sides Sqm 6 0.6

B169 @ Y2-Y6 / X22, X21, X20 Bottom Sqm 3

B79 @ Y6-Y7 / X22, X21, X20 Sides Sqm 6 0.45

B79 @ Y6-Y7 / X22, X21, X20 Bottom Sqm 3

B81 @ Y18-Y21 / X22, X21, X20 Sides Sqm 6 0.6

B81 @ Y18-Y21 / X22, X21, X20 Bottom Sqm 3

B82 @ Y21-Y24 / X22, X21, X20 Sides Sqm 6 0.45

B82 @ Y21-Y24 / X22, X21, X20 Bottom Sqm 3

B170 @ Y2-Y6 / X19 Sides Sqm 1 0.6

B170 @ Y2-Y6 / X19 Sides Sqm 1 0.75

B170 @ Y2-Y6 / X19 Bottom Sqm 1

B84 @ Y6-Y7 / X19 Sides Sqm 1 0.45

B84 @ Y6-Y7 / X19 Sides Sqm 1 0.6

B84 @ Y6-Y7 / X19 Bottom Sqm 1

B85 @ Y7-Y11 / X19 Sides Sqm 1 0.000 0.6

B85 @ Y7-Y11 / X19 Bottom Sqm 1 0.000 0.45

B86 @ Y11-Y13 / X19 Sides Sqm 2 0.75

B86 @ Y11-Y13 / X19 Bottom Sqm 1

B87 @ Y13-Y15 / X19 Sides Sqm 2 0.75

B87 @ Y13-Y15 / X19 Bottom Sqm 1

B88 @ Y15-Y18 / X19 Sides Sqm 2 0.75

B88 @ Y15-Y18 / X19 Bottom Sqm 1

B89 @ Y18-Y21 / X19 Sides Sqm 1 0.6

B89 @ Y18-Y21 / X19 Sides Sqm 1 0.75

B89 @ Y18-Y21 / X19 Bottom Sqm 1

B90 @ Y21-Y24 / X19 Sides Sqm 1 0.45

B90 @ Y21-Y24 / X19 Sides Sqm 1 0.6

B90 @ Y21-Y24 / X19 Bottom Sqm 1

Near B23 @ X6-X7, X22-X23 / Y9 Sides Sqm 1 0.000 0.6

Near B23 @ X6-X7, X22-X23 / Y9 Sides Sqm 1 0.000 0.45

Near B23 @ X6-X7, X22-X23 / Y9 Bottom Sqm 1 0.000 0.3

Near B80 @ Y9-Y11 / X7, X22 Sides Sqm 1 0.000 0.6

Near B80 @ Y9-Y11 / X7, X22 Sides Sqm 1 0.000 0.45

Near B80 @ Y9-Y11 / X7, X22 Bottom Sqm 1 0.000 0.125

Medical College 4th Floor slab Beam Side (@ X11-X18/Y8-15)

Medical College 4th Floor slab Beam Side(@ X11-X18/Y2-8)

Medical College 5th Floor Beam (Grid-X-X10 / Y1-Y25) +122.850 Lvl

B1 @ X27-X29 / Y25, Y1 Sides Sqm 4 0.75

B1 @ X27-X29 / Y25, Y1 Sides Sqm 4 0.6

B1 @ X27-X29 / Y25, Y1 Bottom Sqm 2

B2 @ X26-X27 / Y25, Y1 Sides Sqm 4 0.75

B2 @ X26-X27 / Y25, Y1 Bottom Sqm 2

B2 @ X26-X25 / Y25, Y1 Bottom Sqm 2 0.999 0.3

B40 @ X25-X24' / Y24 Sides Sqm 2 0.6

B40 @ X25-X24' / Y24 Bottom Sqm 1

B41 @ X24'-X24 / Y24 Bottom Sqm 1 0.999 0.3

B42 @ X24-X23 / Y24 Sides Sqm 2 0.6

B42 @ X24-X23 / Y24 Bottom Sqm 1

B43 @ X23-X22 / Y24 Sides Sqm 2 0.6

B43 @ X23-X22 / Y24 Bottom Sqm 1

B44 @ X22-X21 / Y24 Sides Sqm 2 0.6

B44 @ X22-X21 / Y24 Bottom Sqm 1

B44 @ X21-X20 / Y24 Sides Sqm 2 0.6

B44 @ X21-X20 / Y24 Bottom Sqm 1

B43 @ X20-X19 / Y24 Sides Sqm 2 0.6

B43 @ X20-X19 / Y24 Bottom Sqm 1

B5 @ X27-X26 / Y23, Y3 Sides Sqm 8 0.6

B5 @ X27-X26 / Y23, Y3 Bottom Sqm 4

B10 @ X29-X27 / Y21, Y4 Sides Sqm 2 0.425

B10 @ X29-X27 / Y21, Y4 Sides Sqm 2 0.6

B10 @ X29-X27 / Y21, Y4 Bottom Sqm 2

B36 @ X25-X24 / Y21 Sides Sqm 2 0.9

B36 @ X25-X24 / Y21 Bottom Sqm 1

B37 @ X24-X23 / Y21 Sides Sqm 2 1.05

B37 @ X24-X23 / Y21 Bottom Sqm 1

B38 @ X23-X22 / Y21 Sides Sqm 2 0.6

B38 @ X23-X22 / Y21 Bottom Sqm 1

B39 @ X22-X21 / Y21 Sides Sqm 2 0.75

B39 @ X22-X21 / Y21 Bottom Sqm 1

B39 @ X21-X20 / Y21 Sides Sqm 2 0.75

B39 @ X21-X20 / Y21 Bottom Sqm 1

B38 @ X20-X19 / Y21 Sides Sqm 2 0.75

B38 @ X20-X19 / Y21 Bottom Sqm 1

B32 @ X29-X27 / Y20 Sides Sqm 2 0.6

B32 @ X29-X27 / Y20 Bottom Sqm 1

B33 @ X27-X25 / Y20 Sides Sqm 2 0.6

B33 @ X27-X25 / Y20 Bottom Sqm 1

B33 @ X25-X24 / Y20 Sides Sqm 2 0.925

B33 @ X25-X24 / Y20 Sides Sqm 2 0.95

B33 @ X25-X24 / Y20 Bottom Sqm 1

B34 @ X23-X22 / Y20 Sides Sqm 2 0.6

B34 @ X23-X22 / Y20 Bottom Sqm 1

B35 @ X22-X21 / Y20 Sides Sqm 2 0.45

B35 @ X22-X21 / Y20 Bottom Sqm 1

B35 @ X21-X20 / Y20 Sides Sqm 2 0.45

B35 @ X21-X20 / Y20 Bottom Sqm 1

B34 @ X20-X19 / Y20 Sides Sqm 2 0.45

B34 @ X20-X19 / Y20 Bottom Sqm 1

B22 @ X27-X24 / Y18, Y9 Sides Sqm 4 0.9

B22 @ X27-X24 / Y18, Y9 Bottom Sqm 2

B26 @ X24-X23 / Y18, Y10 Sides Sqm 4 0.6

B26 @ X24-X23 / Y18, Y10 Bottom Sqm 2

B27 @ X23-X22 / Y18, Y11 Sides Sqm 4 0.6

B27 @ X23-X22 / Y18, Y11 Bottom Sqm 2

B28 @ X22-X21 / Y18, Y11 Sides Sqm 4 0.6

B28 @ X22-X21 / Y18, Y11 Bottom Sqm 2

B28 @ X21-X20 / Y18, Y11 Sides Sqm 4 0.6