NIT No:-TC/UAD/2026 Raipur Dated:- 16.07.2026

BILL OF QUANTITIES (BOQ)

Sl No. SOR Ref. Particular's of Item Quantity Unit Rate Amount

1 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

2 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In All types of Soil 1742.44 Cum 185.00 322350.58

3 1.6 Extra for every additional lift of 1.5 m or part thereof.

4 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

3.1.5 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

5 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

6 3.3 Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work.

7 3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

8 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:

3.12.2 Thermo-Mechanically treated bars FE 500D 95580.71 Kg 54.50 5209148.91

9 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

a 2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

b 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape

c 2.1.8 Beams, lintels, cantilevers & walls 1076.32 Sqm 202.00 217416.64

d 2.1.15 2.1.15 Stair cases of all types excluding spiral and folded plate type, including risers and landings

e 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

f 2.1.4 Edge of slab, breaks in floor and walls upto 200mm.

g 2.1.13 Weather shade, chhajja, Cornices and mouldings

h 2.1.2 Wall of any thickness including attached pilasters, buttresses etc. in super structure.

10 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:

7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand) 371.84 Cum 3263.00 1213303.80

11 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

12 3.13 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work.

13 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

14 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

15 7.11 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level:

7.11.2 Cement Mortar 1:4 (1 cement : 4 coarse sand) 344.87 Sqm 382.00 131738.43

16 7.12 Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level:

17 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

18 11.1 Providing and making 6mm thick cement plaster of mix:

11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand) 2035.43 Sqm 87.00 177082.41

19 11.2 Providing and making 12mm thick cement plaster of mix:

11.2.2 In Cement Mortar 1:4 (1 cement : 4 fine sand) 2733.62 Sqm 103.00 281562.34

11.2.4 In Cement Mortar 1:6 (1 cement : 6 fine sand) 440.64 Sqm 91.50 40318.56

20 11.3 Providing and making 15mm thick cement plaster of mix:

11.3.2 In Cement Mortar 1:4 (1 cement : 4 fine sand) 4305.66 Sqm 120.00 516679.10

21 14.56 Providing and applying 2mm thick white cement based polymeric Exterior grade putty with minimum 3 coats applied @ 5.4 kg/10 sqm as per relevant IS Code 17545:2021. (Product such as Birla wall care, Asian trucare, JK wall putty , Berger Bison wall putty) to make the surface smooth and even with all tools tackles and labour etc. complete for the work.

22 14.62 Providing and applying Acrylic washable Distemper or Lite economy Plastic emulsion paint VOC content less than 50 gms/Litre. Minimum two coats up to final finish applied @1.25 kg/10 sqm as per relevant I.S. Code 428:2000 (product such as Tractor UNO synthetic distemper, Dulux Duval, Opus Style/lite economy emuslion product such as Asian Tractor Spark, Dulux Promise sheen, Nerolac Litil Master, Berger Bison lite, Nippon Superio) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc, complete for the work

23 14.70 Providing and applying acrylic modified resin EXTERIOR TEXTURED with special quality silica quartz plaster as an intermediate coating on external surface giving protective layer and decorative finish on plastered surface in approved design and shade (product such as Asian Apex Series Duracast Dulux weathershield sandtax creation) as per manufacturer's specifications inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools and tackles and labour etc complete for the work.

14.70.1 2.0mm thickness (average) having design scratched with leveled and smooth surface.

24 12.79 Providing and laying DOUBLE/ MULTICHARGE (minimum 2.0mm thick layer) VITRIFIED floor tiles with water absorption less than 0.05% and conforming to IS: 15622-2017 of 1st quality of approved make in all colours and shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand) inlcuding grouting the joints with white cement and matching pigments etc. complete.

12.79.1 Size 600x600mm Thickness 9 to 10mm 1818.79 Sqm 1082.00 1967925.37

25 12.74 Providing and fixing rectified glazed ceramic Floor tiles of 1st quality conforming to IS: 15622-2017 of approved make , in all colours, shades over 20mm thick bed of cement mortar 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 matching pigment complete.

12.74.3 Size 600x600mm thickness 8 to 9mm 85.18 Sqm 897.00 76406.46

26 12.75 Providing and fixing rectified ceramic glazed wall/dado tiles of 1st quality conforming to IS : 15622-2017 of approved make, colours, shades on wall 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 matching pigment complete.

12.75.2 Size 300x600mm thickness 7 to 8mm 339.05 Sqm 850.00 288188.25

27 12.46 15 mm thick Table rubbed polished Granite stone slab in risers and treads of steps skirting dado and pillars laid on 12mm (Average) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry including rubbing and polishing etc. complete (single stone is to be used for risers and treads of steps and width of stone for skirting and dado shall be equal to the height of skirting & dado and length of 1.0 m).

12.46.3 Granite stone lakha red/ shahi red 73.10 Sqm 4273.00 312356.30

28 12.45 15 mm thick Table rubbed polished Granite stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing etc. complete. (Area of slab should be 0.50 sqm and above)

12.45.3 Granite stone lakha red/ shahi red 19.26 Sqm 4200.00 80892.00

29 9.57 Providing stainless steel railing/ grill made of S.S. flats, hollow S.S. pipe or square/ rectangular sections of approved design fixing in stair case, balcony or other places with metal fasteners and stainless steel bolts etc complete.

30 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer.

31 8.149 Providing and fixing factory made PVC door shutters of specified thickness made of styles and rails of a UPVC hollow section of specified size 59x24 mm and wall thickness 2 mm ± 0.2 mm with inbuilt edging on both sides. The styles and rails mitred and joined at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws.

8.149.2 30 mm thick door shutters with styles and rails of size 60x30 mm

32 9.47 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing to be paid for separately:)

9.47.2 For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately).

33 9.51 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item):

9.51.2 With float glass panes of 5 mm thickness 174.50 Sqm 708.00 123543.52

34 9.44 Providing and fixing “NETLON insect screens” with 25mm wide Hook and loop tape all around to wooden/ aluminium/ steel windows, ventilators and the like complete.

35 14.71 Providing and applying Satin/ Matt finish Enamel paint minimum 2 coats in all surface applying @0.75 lit/ 10 sqm up to required finish as per relevant IS Code 2932:2013 of (Product such as Asian satin enamel, Dulux Promise premimum Enamel, Nerolac Synthetic Enamel, Opus Prime enamel) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackle and labour etc complete for the work.

36 8.12 Providing and fixing flush door shutters, conforming to IS : 2202 (Part-I), decorative type core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges.

8.12.1 40 mm. thick (single leaf) 34.08 Sqm 2467.00 84075.36

37 8.15 Extra for double leaf shutter instead of single leaf

38 8.77 Providing and fixing antique/ SS finished brass butt hinges with antique/ SS polished MS screw complete:

39 8.79 Providing and fixing antique/ SS finished brass sliding door bolt with necessary bolts, nuts and antique/ SS polished MS screw complete:

40 8.81 8.81 Providing and fixing antique/ SS finished brass tower bolts (Barrel type) with antique/ SS polished MS screw complete:

41 9.16 Providing and fixing M.S. frames of doors, windows, ventilators and cupboards joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of grade M-10 or with wooden plugs and screws or with dash fastener or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.

9.16.2 Angle-iron frames 180.40 Kg 73.50 13259.40

42 10.61 Providing and fixing at all height false ceiling consisting of frame work "W" / "U" / "L" sections made of G.I. sheet with zinc coating of grade 120 consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with dash fastener 12.5mm diax40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed with nut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick button wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of 2.64mm diax230mm long G.I. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.55mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre to centre with 25mm long drive-all screws @ 230mm interval including jointing and fixing to a flush finish of tapered and square edges of the board with recommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed including providing and fixing 12.5 mm thick tapered edge gypsum board conforming to IS: 2095- Part-I all complete as per drawing and specification and direction of the Engineer in Charge but excluding the cost of painting.

43 13.6 15mm thick Granite work (machine cut, table rubbed & mirror polished) for kitchen platform, vanity counters, window sills and similar locations of required size laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) including joints treated with white cement mixed with matching pigment including rubbing and polishing to edge moulding to give high gloss finish.

13.6.2 Granite stone Black 168.00 Sqm 3279.00 550872.00

44 10.67 Providing and Fixing Acoustical Suspended Ceiling System made of tiles of size 595x595mm and specified thickness as approved bt Engineer-in-Charge, in true Horizontal Level Suspended on interlocking metal grid of hot dipped galvanised steel sections (galvanised @120 gsm 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 thick (minimum) sheet, spaced at 1200mm centre to centre and cross "T" of size 24x38mm made of 0.30 thick (minimum) sheet, 1200 mm long spaced between main "T" at 600mm centre to centre to form grid of 1200x600mm and secondary cross "T" of length 600mm and size 24x38mm made of 0.30m thick (minmimum) sheet to be interlocked at middle of the 1200x600mm panel to form grids of 600x600mm and wall anfle of size 24x24mm and laying false ceiling tiles of approved texture in the grid, cutting/making opening for services like diffusers, grills, light fitting, fixtures, smoke detectors etc wherever required. Main "T" runner to be suspended from ceiling using GI slotted cleats of size 27x37x25x1.6m fixed to ceiling with 12.5mm dia and 50mm long dash fasteners, 4mm dia GI adjustable rods with galvanised butterfly level clips of size 85x30x0.8mm spaced at 1200mm centre to centre along main "T". Bottom exposed width of 24mm of all "T" sections shall be pre-painted with polyster paint, all complete for all heights as per specification drawings or as directed by Engineer-in-Charge. The tiles should have Humidity resistance (RH) of 99%, Light Reflectance >83%, Thermal Conductivity K=0.052-0.57 w/mk, coloir white, fire performance UK Class 0/ Class 1 (BS 476 pt- 6 and 7) in module size of 600x600x16mm with Bio Block coating on the face of the tile, suitable for green building application, with recycled content of 38-41%. Ceiling height up 3.50 mt from adjacent floor level. Extra height to be paid separately

10.67.2 With 20 mm thick bevelled/ tegular edged mineral fibre flase ceiling tile (NRC 0.7)

45 9.63 Providing and Fixing clear float toughened glass door partition in required thickness frameless in appropriated size slot or hole for patch fitting/hardware etc. . The glass to be assembled together with path fitting and hardware in proper alignment with all labour tools and tackles etc complete. (Patch fittings and hardware to be paid separately).

1 12mm Thick for door/partition 218.86 Sqm 2560.00 560268.80

46 9.25 C Providing and fixing Special Designer glass film over glazed doors, windows & partition etc. complete.

47 9.64 Providing and fixing of stainless steel grade 316 patch fitting and hardware of approved (Hardwyn, Ozone, Godrej) make in frame less toughened glass door or partition in proper alignment with all tools tackles and labour etc. complete.

1 Top patch with pivot SS Grade 304 44.00 Nos 2297.00 101068.00

2 Top/Side patch glass or L connector patch SS grade 304

3 Bottom patch to be connected with floor machine

4 Bottom lock patch with three key SS grade 304 22.00 Nos 3245.00 71390.00

5 Corner patch fitting with pivot SS Grade 304 44.00 Nos 3058.00 134552.00

6 Two way action Hydraulic floor spring machine heavy duty double cylinder type capacity 120/150 kg mounted on floor including required cutting on floor and proper grouting with rich cement mortar

7 H type handle 32x600mm SS 304 grade 8.00 Nos 2871.00 22968.00

8 Floor/Wall to Glass connector SS Grade 304 44.00 Nos 1084.00 47696.00

48 1.25 Diluting chemical emulsion (chlorpyrifos/ lindane) in water as per manufacturers recommendation and injecting for pre-constructional curative cum preventive anti-termite treatment: (Five year service guarantee bond to be signed by contractor)

1.25.1 Surface treatment by spreading emulsion under floor, over the plinth area before laying base concrete @ 5 litres / sqm

49 4.5 Providing and laying water proofing treatment in sunken portion of WCs, bathroom, kitchen etc., by applying cement slurry mixed with water proofing cement compound consisting of following applications including surface preparation:

i) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours.

ii) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound@ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

50 9.14 Providing and fixing steel door made of angle iron of suitable sizes with M.S. grill of approved pattern made of M.S. flats or square or round bars coat of red oxide zinc chromate primer.

51 9.3 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer.

9.3.2 Electric resistance or induction butt welded tubes Grade-300

52 10.12 Supply and fixing of polymer precoated galvalume profile sheets (PPGL) of approved size, shape and pitch of corrugation, total coated thickness (TCT) 0.60 mm +/- 5%, epoxy primer on both side of the sheet and colour polyester top coat 18-20 microns and 6-7 microns on bottom. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

53 20.14 Supplying and fixing C.I. cover without frame for manholes :

20.14.1 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg.

54 20.11 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:

20.11.1 With 20x20 mm square bar 12 Each 168.00 2016.00

55 12.3 Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement.

56 11.5 Neat Cement punning. 101.48 Sqm 33.00 3348.84

57 22.9 Supply, installation, testing & commissitioning and putting into operation and final testing of automatic lift complete with ARD and all standard equipments, accessories and control equipments as per manufacturer's design and as per CPWD specification (Part III LIFTS) 1981and fulfilling following requirments on turn key basis. A. Type : Passenger lift B. Load : 16 passenger/ 1088 Kg C. Speed : 1.0 metre per second D. Contol : AC2 E. Operation : Microprosser based simplex collective selective with/without lift attendent F. Total rise : About 9 mtrs G. Landings : 4 All on same side H. Floors served : G,1,2,3 I. Signals : Digital car position indicator, car travel direction indicator in car & at all landings J. Lift shaft size : About 2500 mm width X 2100 mm depth, finished with plaster (size as per actual site conditions) K. Lift car size : About 2000 mm width X 1300 mm depth L. Car entrance : Minimum Clear opening 1000 mm wide X 2000 mm high protected with car door M. Landing entrance: Clear opening 1000 mm wide X 2000 mm high protected with landing door N. Car door : Stainless steel /Glass Door two pannel telescopic/centre opening flush type O. Landing door : Stainless steel /Glass Door two pannel telescopic/centre opening flush type P. Door operation: Automatic electric power operated door with infra red protection Q. Car interior : Stainless steel pannel with hair line/ mirror/moon rock finish on all sides R. Car floor : Hard wood covered with PVC/ marblex tiles S. Car ceiling & lighting : Fluorscent lighting concealed by suspended false ceiling with plain acrylic diffuser. The frame of suspended false ceiling shall be of powder coated aluminium T. Car ventilation : Pressure fan with anodised aluminium grill U. Emergency lighting in car: Battery operated Emergency lighting in the lift car V. Intercom system : Battery operated Intercom system in lift car, machine room and control room W. Emergency alarm : Battery operated alarm bell system in lift car & contol room X. Position of machine room: Directly above the lift shaft Y. Electric power supply : AC 415 Volts 3 phase 50 Hz terminated in machine room Z. Fire man switch : Fire man switch at main landing terminal

58 3.9 Extra for precast PCC/ RCC work of any mix including form work, hoisting and fixing in Cement Mortar. 1:2 (1 Cement : 2 coarse sand) and finishing with cement plaster in Cement Mortar 1:3 (1 Cement : 3 coarse sand) but excluding reinforcement.

59 18.76 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.

60 21.14 Supplying, filling, spreading & leveling stone boulders/ Gravels/ Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately).

21.14.1 Stone boulders of size range 5 cm to 20 cm, in recharge pit

21.14.2 Gravels of size range 5 mm to 10 mm, over the existing layer of boulders

21.14.3 Coarse sand of size range 1.5 mm to 2 mm over existing layer of gravel

61 12.65 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm

12.65.2 Pigment Coloured (rubber mould) precast interlock concrete blocks

62 19.18 Supplying erection testing and commissioning of hot dipped galvanised (single dip, minimum 86 micron) 12 metre High mast pole on existing RCC foundation with all accessories and equipments, main detailed as below to withstand max wind pressure as per IS 875 Part-3: a) HM shaft made of approx weight 340 kg, sheet thickness 3 & 4 mm, nominal dia 360mm on bottom and 150 mm on top, base plate 25mm thick 520mm dia, approved no of sections (not more than 2) having suitable sectional lengths with slip joints between sections without any circumpherencial welding. b) Double drum winch with Integral single phase power tool (electrical) for lowering & raising of lantern carriage on high mast with separate handle for manual operation of winch with a torque limiting device for safe locking of carriage. c) Raising/lowering type lantern carriage designed to carry specified nos of luminaries, control gear box, junction box. d) Top pulley assemble with weather proof cover. e) Necessary suitable length and size stainless steel wire ropes (minimum 6mm dia and 7/19 construction) for lowering & rising of lantern carriage. f) Suitable size and length multicore flexible copper power trailing cable (minimum 6 sqmm) g) Hinged service door in base section h) Base plate earthing terminal. i) Suitable arrangement for supply distribution with termination of suitable size underground cable in high mast. j) Lightning conductor finial made of 25mm dia 300 mm long G.I.tube having single prong. k) Anchor plate, tem-plates, GI foundation bolts min 6 Nos of 24mm dia 750 mm long (EN 8 Grade) along with nuts washers etc. (RCC fooundation and luminaries will be paid separately)

63 6.29 Supplying of following 230/250 volts LED Flood light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket, including connection, earthing, Seperate housing for driver etc complete as per specification and P.A. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt.

64 9.16 Supplying and fixing TP&N MCB, 440 volts, 'C' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification.

65 9.10 Supplying and fixing SP MCB, 240 volts, 'B' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification.

66 12.3 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe, with charcoal and salt as per specification and IS Code 3043: 1987(R 2016)

67 12.4 Supplying and laying 8 SWG copper wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. as per specification.

68 15.5 Supplying and laying following sizes one number FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade on surface/ existing cable tray with 1 mm thick GI saddle as per specification, IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1).

69 7.19 Fabrication, supply, installation, testing and commissioning of cubicle type compartmentalized wall/ floor mounted power cum control panel board of specified size and following depth made out of not less than 2 mm thick CRCA MS powder coated sheet with suitable size compartments for bus bars, switchgears and necessary cutouts for voltmeters, ammeters etc as per specifications including powder coating painting but without busbars, switchgears and other accessories etc complete as per specification.

7.19.2 Above 300 mm and upto 450 mm deep 2 sqm 7525.00 15050.00

70 19.23 Designing and providing suitable and approved size RCC foundation for 12-30 mere high mast including seel reinforcement form work, embeding 2 nos 50mm dia PVC pipe for cable entry in each foundation, excavation disposal of surplus soil and curing etc. as required including laying and fixing HM foundation bolts with tam plates but excluding the cost of foundation bolts with tam plates etc complete as per specification

71 10.22 Providing and fixing following Time switch (timer) in existing panel including connection, testing and commissioning as per specification.

10.22.1 Digital Type 2 Each 1901.00 3802.00

72 14.2 Supplying and laying HDPE pipe of 4kg/Sqcm in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification.

14.2.1 63 mm outer dia 200 Metre 124.00 24800.00

73 32.3 Providing following size ISI marked FR PVC insulated , PVC sheathed, 3 core submersible copper conductor wire and IS: 694 (2010)

74 10.13 Providing and fixing 3 pole, 415/500 volts following rating (AC-1 Duty) power contactor in existing starter/ cubical panel including, connections, testing and commissioning etc. as per specification.

75 28.1 Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot with three soundings for drilling of tube well within the selected Habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs.

Per successful point

76 29.3 Drilling of perfectly vertical bore hole of a diameter suitable to receive 150 mm nominal suitable casing pipe upto desired depth below ground level inclusive of the labour charges for transporting, lowering and fixing of 150 mm nominal diameter M.S./ G.I./ U.P.V.C. casing g pipe inside the bore hole including all works pertaining to drilling such as transporation, installation and removal of drilling machine etc. complete.

29.3 (a) In all types of collapsible strata consisting of soils, clays, sand moorum, gravel, boulders etc.

77 29.4 Drilling of perfectly vertical bore hole of 150 mm diameter up to desired depth below ground level in all types of rock including all works pertaining to drilling such as transportation, installation and removal of drilling machine etc. complete .

78 7.1 Providing, laying and jointing following P.V.C. pipes with solvent cement joint for 6, 8 and 10 kg/ sq. cm. pressures including testing of joints, cost of jointing materials etc. complete in all respect

Casing Pipe- 140 mm dia (10Kg/Cm2) 15.00 Meter 787.00 11805.00

79 9.9 Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality assurance certificate from quality agencies like WRC/CIPET (India)/ DVGM /KIWA /SPGN etc. for usage in Drinking Water System The cost shall include testing of all materials, Inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete.

32 mm dia (10Kg/sq.cm) 85.00 Meter 105.00 8925.00

80 32.1 Conducting the yield test of tubewell by operating the pumping set continuously for a desired time period and measuring the discharge and drawdown of tubewell at a suitable time interval as per the direction of Engineer in Charge including cost of energy, cost of installation of suitable measuring device and hire charges of pumping set etc.complete.

(a) Submersible pumping set up to 1 to 3 H.P. 4 Per Hour 809.00 3236.00

81 34.20.105 Supplying & Installation of Energy efficiant five star BEE rating ISI Marked required capacity single phase, 50 Hz, 220V, deep well submersible pump Stainless Steel body, suitable for 4"/6" tube well with Contral Panel Starter suitable for Submersible pump with dry run protection, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe, SS/Nylon wire rope and connection cable.

(ii) 1 H.P. with upto 5 stages, Head Mt. 35-15 Discharge LPM 40-125

82 34.20.107 Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make.

(ii) 4.0 Sq.mm.multi strand 85.00 per mtr 170.00 14450.00

83 34.20.109 Supplying and laying of approved make stainless steel wire rope 6 mm thick complete with binding for support of pump and motor

84 29.9 Providing and fixing of well cap on top of the tube well for protection

85 3.2 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300

86 4.1 Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

(b) For Lower Sub-base with

(i) Grading-V Material 173.95 Cum 1573.00 273623.35

87 4.6 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.

88 6.3 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and speicifications. (For Village Roads)

89 6.4 Providing and laying Un-reinforced Cement Concrete without Dowel Bars including formwork and expansion, contraction & longitudinal joints as per design and as per IRC-62, over a prepared base as per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200mm in Low Volume Roads. With Cement concrete grade M-30 and minimum cement content @375 Kg/cum.

90 14.68 Providing and applying on exterior surface with PREMIUM Exterior emulsion paint of required shade to give protective and water proof finish minimum 3 coats applied @ 1.40 lit/sqm up to final finish as per relevant IS Code 15489:2013 Type-2 Class D, C (Glossy/ Semo Glossy finish) (Product such as Asian apex, Dulux Weather shield prima E900, Berger Weathercoat Antidust , Nerolac Everlas Excel, Nippon Sumo Etra, Opus True flex) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc, complete for the work. (With 3 year Warranty)

91 12.14 Cement art Mural Work 174.00 Sqm 3325.00 578550.00

92 12.6 Providing and planting of 3'0" to 4'0" heighted wasingtonia, filipheria/bismarkia novelist palm plants with 1'6" x 1"6" depth pit formation and soil preparation, (Mixing organic manure and plant's protection insecticide). Up to 4 month maintenance

93 19.7 Supply of hot dipped galvanized (in single dip to minimum 75 micron) octogonal pole made of 3mm thick steel grade E-350 sheet having window and flush cover with locking arrangement at suitable height from base for cable termination block, pole suitably reinforced with welded steel section at window cut section to make the strength of pole unaffected, with following minimum specifications with 4 way terminal connector including 3mm thick anchor plate, 4 nos 20mm dia foundation bolts of EN8 grade, and as per IS 2062 & BS EN: 10025. (designed for wind speed upto 180km/hr, IS: 875 Part 3)

19.7.2 7 metre high, dia 130mm at bottom and 90mm at top, base plate size 220x220x12mm, foundation bolts 700mm long

94 19.11 Erection of GI octogonal/ tubular/conical pole on existing cement concrete foundation having grouted bolts and nuts, aligning in true vertical position as per specification.

95 19.12 Designing and providing suitable RCC foundation in Cement Concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) for 3 mere to 12 metre high GI octagonal pole including steel reinforcement form work, embeding 2 nos 50mm dia PVC pipe for cable entry in each foundation, excavation disposal of surplus soil and curing etc. as per specification.

96 19.9 Supply and fixing following street light pole bracket on existing pole made out of 50 mm dia MS "B" class pipe welded to 300 mm long MS pole canopy of suitable dia at a angle of 102.50 including having MS triangular stiffner of size 150 X 50 X 5 mm thick, making arrangement for tightening the bracket with pole by providing suitable size heavy duty nuts and bolts in canopy, painting with one coat of approved steel primer etc. as per specification.

19.9.2 Single Over Hang 1.00 metre Long 12 Each 1057.00 12684.00

97 14.1 Supplying and laying ISI marked double wall HDPE pipe (IS 14930 Part II) having corrugation on the outer wall and plan surface on inner wall in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification.

14.1.1 63 mm outer dia and 50 mm Inner dia 150 Metre 184.00 27600.00

98 12.1 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as per specification and IS Code 3043: 1987(R 2016)

99 12.17 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as per specification.

100 15.3 Supplying and laying following sizes one number FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade in existing RCC/ HUME/ STONEWARE/ METAL/ HDPE pipe as per specification, IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1).

101 15.23 Supplying and making end termination with brass compression gland and aluminum lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as per specification.

102 9.10 Supplying and fixing SP MCB, 240 volts, 'B' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification.

102 3.11 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, multi strand wire in the existing surface/ concealed, FRLS PVC conduit / PVC casing caping as per specification and IS: 694 (2010)

103 6.28 Supplying, installation, testing and commissioning of following 230/250 volts LED street light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket, including connection, earthing, Separate housing for driver etc complete as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt.

104 21.1 Supplying and installation of outdoor type Transformer ONAN type with copper winding having following continuous KVA rating, 11 /0.415 KV, 3 Phase 50 Hz Vector group DYn-11, (Online tap changer) tapings in steps of ± 2.5%, ± 5%, --7.5% with oil conservator, silica gel breather having connecting terminals on HV side suitable for bare conductor/HT cable connection, cable end box on medium voltage side suitable for 1.1 KV single / 3½ core cable(upto 300 sq mm)/bus ducting arrangment and confirming to IS:1180 Part-2 Level 3, on existing double pole structure or Brick /CC/RCC platform with all fittings, accessories, filled with filtered transformer oil including testing and commissioning etc. complete as per specification

105 16.1 Supplying and laying one number following sizes XLPE, steel armoured, aluminium conductor power cable of 11 KV grade direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as per specification and IS: 7098 (2011, Part 2).

106 21.8 Supplying and erecting chain link mesh fencing for electric sub-station switch yard of 2.5 m approx. height from ground level using angle iron size 50 X 50 X 6 mm erected in C.C. foundation 15 X 15 X 40 cm deep at every 2 metre fitted with flat iron support of size 25 X 6 mm on top, bottom and mid way and chain link mesh 50 x 50 mm aparture and 4 mm dia G.I. hard wire securing and screwing with 2mm dia G.I. wire, G.I. staples, G.I.U-nails or steel pins to the angle iron at every distance of 30 cms, by iron studs complete duly painted with one coats of red oxide and two coats of approved colour paint.

(Area of fencing i.e. height x length is to be measured) 108.00 Sqm 511.00 55188.00

107 21.9 Supplying and erecting MS gate of approx. size 3.0 m (W) x 2.0 m (H) in two laps for electric sub-station switch yard fencing frame made of angle iron size 50 X 50 X 6 mm on top bottom and sides fitted with flat iron support of size 25 X 6 mm on mid way horizontaly and square bar of size 8 mm at every 100mm vertically including 3 sets of heavy duty MS hinges and aldrop complete duly painted with one coats of red oxide and two coats of approved colour paint.

108 21.3 Supplying, installation, testing and commissioning of following capacity diesel Generating Set (alternator directly coupled to diesel engine) compete in all respect broadly comprising of following and as per CPCB 2 norms (upto date ammended), including following specification. A. Alternator : Self excited, brush less type, of following capacity, 3 phase, 415 volts 50 Hz, 4 pole, AC alternator complete with all accessories.B. Engine : water cooled diesel engine of suitable BHP for rated alternator at 1500 rpm, turbo charged, direct injection type, 4 stroke, 4/6 cylinder including specified size fuel tank of approved design and shape duly calibrated and painted with one coat of primer and two coats of synthetic enameled paint of approved colour, residential type silencer with exhaust MS pipe (upto 2 metre beyond silenser) duly wrapped with asbestos rope of legging of specified quality and specification.C. AMF Panel : Cubical, compartmentalized, AMF panel board with all suitable size power and control contactors, switches, meters and other accessories, internal wiring, connection, inter-connection etc. for trouble free smooth functioning of DG Set complete with battery charger and leads as per specification.D. Base Plate : Common base plate of required size for mounting of engine alternator set fabricated from MS channel and vibration damping arrangement with cushy foot mounting i/c painting etc. as per specification.

109 26.1 Supplying , installation , testing and commissioning of Fire alarm Control panel (UL Listed) suitable for 50 addressable points (Detector & Devices). Comprising of the following system components: Operating units, Periphery boards, Power supplies,System enclosures, with battery backup 24 hours and 30 minutes

110 26.8 Suppying , installation , testing and commissioning of Panel to Panel network card

111 26.9 Suppying , installation , testing and commissioning of Intelligent Addressable Multi-sensor Smoke detector: Multi-criteria addressable fire detector that incorporates photoelectric and thermal sensors,Polarity insensitive utilizing SureWireTM technology,Tri-color detector status LED with 360° viewing,Field-selectable application profiles,Superior EMI immunity, Remote sensitivity-measurement capability,Automatic environment compensation,UL Listed and ULC Listed; FM Approved.

112 26.10 Supplying , installation , testing and commissioning of Intelligent Addressable Heat detector: Provides seven (7) field-selectable settings in the 135° í 174°F (57.2° í 78.9°C) temperature range ,Tri-color detector-status light-emitting diode (LED) with 360° viewing,Polarity insensitive utilizing SureWireTM technology,Superior EMI / RFI Immunity,UL521 Listed and ULC Listed; FM Approved.

113 26.11 Suppying , installation , testing and commissioning of Intelligent Addressable Type Manual Call Point: Intelligent Manual Fire Alarm Box is constructed of durable, molded and polycarbonate material that is matte finished in red with raised white lettering Single-action,Pull-down lever is down, until manually reset,Polarity insensitive via SureWireTM technology

114 23.33 Providing and fixing standard fireman's axe (tested for 20000 Volts) with heavy insulated rubber handle. (ISI marked)

115 26.12 Suppying , installation , testing and commissioning of Short circuit Isolator Base: Local light-emitting diode (LED) indicator UL 864 9th Edition Listed and ULC Listed; FM Approved

116 26.13 Suppying , installation , testing and commissioning of Conventional Type Hooter with Strobe: Hooter with Strobe. Wall Mount models feature field selectable candela settings of 15/30/75/110cd and 135/185cd. Ceiling Mount models feature field selectable candela settings of 15/30/75/95cd and 115/177cd. UL Listed, ULC, FM approved. NFPA Compliant. Red.

117 26.14 Suppying , installation , testing and commissioning of Response Indicator for above false ceiling detector

118 26.16 Suppying , installation , testing and commissioning of 2 core x 1.5 sq.mm Armoured FRLS fire cable

119 26.17 Supply and erecting of following ISI marked Fire extenguishers on wall/ column including erecting bracket etc complete.

26.17.3 ABC Fire Extinguisher 4KG Nitrogen Store Pressure As per IS: 15683:2018 Body Sheet Not Less Then 2mm Thickness, CE Mark NRV Valve With ABC Powder 90% UL 299 FIRE RATING: 2A, 89B. With all accessories.

26.17.6 CO2 type Fire Extinguisher ISI marked confirming to IS:15683:2018 Capacity 3Kg. INITIAL CHARGE:- Carbon dioxide used in extinguishers shall comply with IS 15222. FIRE RATING:- 34B. Complete with Hose Assembly and horn, locking arrangement, operation manual, bracket with two screw and sleeve

15% for Electrification and Sanitation- Ground Floor 2065057.14

15% for Electrification and Sanitation- First Floor 1725520.20

18% GST- Cement Concrete Road 258237.47

18% GST- Boundary Wall 104139.00

18% GST- Plantation 9430.56

Grand Total:- 43360895.43

BILL OF QUANTITIES (BOQ)

DETAILED ESTIMATE OF PROPOSED CONSTRUCTION OF NALANDA PARISHAR ON NARAYANPUR ROAD NEAR GOVERNMENT GNA COLLEGE AT WARD NO - 07 AT NAGAR PALIKA PARISHAD BHATAPARA , DIST .- BALODA BAZAR-BHATAPARA (C.G.)

[ As per CG PWD Building SOR 2015, Road SOR 2025, Electrical SOR 2020 & PHED SOR 2020]

Sl No. SOR Ref. Particular's of Item Quantity Unit

1 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

2 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In All types of Soil 1742.44 Cum

3 1.6 Extra for every additional lift of 1.5 m or part thereof.

4 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

3.1.5 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

5 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

6 3.3 Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work.

3.3.2 M-25 Grade 778.87 Cum

7 3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

8 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:

3.12.2 Thermo-Mechanically treated bars FE 500D 95580.71 Kg

9 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

a 2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

b 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape

c 2.1.8 Beams, lintels, cantilevers & walls 1076.32 Sqm

d 2.1.15 2.1.15 Stair cases of all types excluding spiral and folded plate type, including risers and landings

e 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

f 2.1.4 Edge of slab, breaks in floor and walls upto 200mm.

g 2.1.13 Weather shade, chhajja, Cornices and mouldings

h 2.1.2 Wall of any thickness including attached pilasters, buttresses etc. in super structure.

10 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:

7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand) 371.84 Cum

11 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

12 3.13 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work.

13 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

14 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

15 7.11 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level:

7.11.2 Cement Mortar 1:4 (1 cement : 4 coarse sand) 344.87 Sqm

16 7.12 Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level:

17 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

18 11.1 Providing and making 6mm thick cement plaster of mix:

11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand) 2035.43 Sqm

19 11.2 Providing and making 12mm thick cement plaster of mix:

11.2.2 In Cement Mortar 1:4 (1 cement : 4 fine sand) 2733.62 Sqm

11.2.4 In Cement Mortar 1:6 (1 cement : 6 fine sand) 440.64 Sqm

20 11.3 Providing and making 15mm thick cement plaster of mix:

11.3.2 In Cement Mortar 1:4 (1 cement : 4 fine sand) 4305.66 Sqm

21 14.56 Providing and applying 2mm thick white cement based polymeric Exterior grade putty with minimum 3 coats applied @ 5.4 kg/10 sqm as per relevant IS Code 17545:2021. (Product such as Birla wall care, Asian trucare, JK wall putty , Berger Bison wall putty) to make the surface smooth and even with all tools tackles and labour etc. complete for the work.

22 14.62 Providing and applying Acrylic washable Distemper or Lite economy Plastic emulsion paint VOC content less than 50 gms/Litre. Minimum two coats up to final finish applied @1.25 kg/10 sqm as per relevant I.S. Code 428:2000 (product such as Tractor UNO synthetic distemper, Dulux Duval, Opus Style/lite economy emuslion product such as Asian Tractor Spark, Dulux Promise sheen, Nerolac Litil Master, Berger Bison lite, Nippon Superio) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc, complete for the work

23 14.70 Providing and applying acrylic modified resin EXTERIOR TEXTURED with special quality silica quartz plaster as an intermediate coating on external surface giving protective layer and decorative finish on plastered surface in approved design and shade (product such as Asian Apex Series Duracast Dulux weathershield sandtax creation) as per manufacturer's specifications inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools and tackles and labour etc complete for the work.

14.70.1 2.0mm thickness (average) having design scratched with leveled and smooth surface.

24 12.79 Providing and laying DOUBLE/ MULTICHARGE (minimum 2.0mm thick layer) VITRIFIED floor tiles with water absorption less than 0.05% and conforming to IS: 15622-2017 of 1st quality of approved make in all colours and shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand) inlcuding grouting the joints with white cement and matching pigments etc. complete.

12.79.1 Size 600x600mm Thickness 9 to 10mm 1818.79 Sqm

25 12.74 Providing and fixing rectified glazed ceramic Floor tiles of 1st quality conforming to IS: 15622-2017 of approved make , in all colours, shades over 20mm thick bed of cement mortar 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 matching pigment complete.

12.74.3 Size 600x600mm thickness 8 to 9mm 85.18 Sqm

26 12.75 Providing and fixing rectified ceramic glazed wall/dado tiles of 1st quality conforming to IS : 15622-2017 of approved make, colours, shades on wall 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 matching pigment complete.

12.75.2 Size 300x600mm thickness 7 to 8mm 339.05 Sqm

27 12.46 15 mm thick Table rubbed polished Granite stone slab in risers and treads of steps skirting dado and pillars laid on 12mm (Average) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry including rubbing and polishing etc. complete (single stone is to be used for risers and treads of steps and width of stone for skirting and dado shall be equal to the height of skirting & dado and length of 1.0 m).

12.46.3 Granite stone lakha red/ shahi red 73.10 Sqm

28 12.45 15 mm thick Table rubbed polished Granite stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing etc. complete. (Area of slab should be 0.50 sqm and above)

12.45.3 Granite stone lakha red/ shahi red 19.26 Sqm

29 9.57 Providing stainless steel railing/ grill made of S.S. flats, hollow S.S. pipe or square/ rectangular sections of approved design fixing in stair case, balcony or other places with metal fasteners and stainless steel bolts etc complete.

9.57.2 SS Grade 304 1268.25 Kg

30 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer.

31 8.149 Providing and fixing factory made PVC door shutters of specified thickness made of styles and rails of a UPVC hollow section of specified size 59x24 mm and wall thickness 2 mm ± 0.2 mm with inbuilt edging on both sides. The styles and rails mitred and joined at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws.

8.149.2 30 mm thick door shutters with styles and rails of size 60x30 mm

32 9.47 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing to be paid for separately:)

9.47.2 For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately).

33 9.51 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item):

9.51.2 With float glass panes of 5 mm thickness 174.50 Sqm

34 9.44 Providing and fixing “NETLON insect screens” with 25mm wide Hook and loop tape all around to wooden/ aluminium/ steel windows, ventilators and the like complete.

35 14.71 Providing and applying Satin/ Matt finish Enamel paint minimum 2 coats in all surface applying @0.75 lit/ 10 sqm up to required finish as per relevant IS Code 2932:2013 of (Product such as Asian satin enamel, Dulux Promise premimum Enamel, Nerolac Synthetic Enamel, Opus Prime enamel) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackle and labour etc complete for the work.

36 8.12 Providing and fixing flush door shutters, conforming to IS : 2202 (Part-I), decorative type core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges.

8.12.1 40 mm. thick (single leaf) 34.08 Sqm

37 8.15 Extra for double leaf shutter instead of single leaf

38 8.77 Providing and fixing antique/ SS finished brass butt hinges with antique/ SS polished MS screw complete:

8.77.1 125x85x5.50mm (Heavy Type) 48.00 Each

39 8.79 Providing and fixing antique/ SS finished brass sliding door bolt with necessary bolts, nuts and antique/ SS polished MS screw complete:

40 8.81 8.81 Providing and fixing antique/ SS finished brass tower bolts (Barrel type) with antique/ SS polished MS screw complete:

41 9.16 Providing and fixing M.S. frames of doors, windows, ventilators and cupboards joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of grade M-10 or with wooden plugs and screws or with dash fastener or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.

9.16.2 Angle-iron frames 180.40 Kg

42 10.61 Providing and fixing at all height false ceiling consisting of frame work "W" / "U" / "L" sections made of G.I. sheet with zinc coating of grade 120 consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with dash fastener 12.5mm diax40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed with nut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick button wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of 2.64mm diax230mm long G.I. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.55mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre to centre with 25mm long drive-all screws @ 230mm interval including jointing and fixing to a flush finish of tapered and square edges of the board with recommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed including providing and fixing 12.5 mm thick tapered edge gypsum board conforming to IS: 2095- Part-I all complete as per drawing and specification and direction of the Engineer in Charge but excluding the cost of painting.

43 13.6 15mm thick Granite work (machine cut, table rubbed & mirror polished) for kitchen platform, vanity counters, window sills and similar locations of required size laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) including joints treated with white cement mixed with matching pigment including rubbing and polishing to edge moulding to give high gloss finish.

13.6.2 Granite stone Black 168.00 Sqm

44 10.67 Providing and Fixing Acoustical Suspended Ceiling System made of tiles of size 595x595mm and specified thickness as approved bt Engineer-in-Charge, in true Horizontal Level Suspended on interlocking metal grid of hot dipped galvanised steel sections (galvanised @120 gsm 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 thick (minimum) sheet, spaced at 1200mm centre to centre and cross "T" of size 24x38mm made of 0.30 thick (minimum) sheet, 1200 mm long spaced between main "T" at 600mm centre to centre to form grid of 1200x600mm and secondary cross "T" of length 600mm and size 24x38mm made of 0.30m thick (minmimum) sheet to be interlocked at middle of the 1200x600mm panel to form grids of 600x600mm and wall anfle of size 24x24mm and laying false ceiling tiles of approved texture in the grid, cutting/making opening for services like diffusers, grills, light fitting, fixtures, smoke detectors etc wherever required. Main "T" runner to be suspended from ceiling using GI slotted cleats of size 27x37x25x1.6m fixed to ceiling with 12.5mm dia and 50mm long dash fasteners, 4mm dia GI adjustable rods with galvanised butterfly level clips of size 85x30x0.8mm spaced at 1200mm centre to centre along main "T". Bottom exposed width of 24mm of all "T" sections shall be pre-painted with polyster paint, all complete for all heights as per specification drawings or as directed by Engineer-in-Charge. The tiles should have Humidity resistance (RH) of 99%, Light Reflectance >83%, Thermal Conductivity K=0.052-0.57 w/mk, coloir white, fire performance UK Class 0/ Class 1 (BS 476 pt- 6 and 7) in module size of 600x600x16mm with Bio Block coating on the face of the tile, suitable for green building application, with recycled content of 38-41%. Ceiling height up 3.50 mt from adjacent floor level. Extra height to be paid separately

10.67.2 With 20 mm thick bevelled/ tegular edged mineral fibre flase ceiling tile (NRC 0.7)

45 9.63 Providing and Fixing clear float toughened glass door partition in required thickness frameless in appropriated size slot or hole for patch fitting/hardware etc. . The glass to be assembled together with path fitting and hardware in proper alignment with all labour tools and tackles etc complete. (Patch fittings and hardware to be paid separately).

1 12mm Thick for door/partition 218.86 Sqm

46 9.25 C Providing and fixing Special Designer glass film over glazed doors, windows & partition etc. complete.

47 9.64 Providing and fixing of stainless steel grade 316 patch fitting and hardware of approved (Hardwyn, Ozone, Godrej) make in frame less toughened glass door or partition in proper alignment with all tools tackles and labour etc. complete.

1 Top patch with pivot SS Grade 304 44.00 Nos

2 Top/Side patch glass or L connector patch SS grade 304

3 Bottom patch to be connected with floor machine

4 Bottom lock patch with three key SS grade 304 22.00 Nos

5 Corner patch fitting with pivot SS Grade 304 44.00 Nos

6 Two way action Hydraulic floor spring machine heavy duty double cylinder type capacity 120/150 kg mounted on floor including required cutting on floor and proper grouting with rich cement mortar

7 H type handle 32x600mm SS 304 grade 8.00 Nos

8 Floor/Wall to Glass connector SS Grade 304 44.00 Nos

48 1.25 Diluting chemical emulsion (chlorpyrifos/ lindane) in water as per manufacturers recommendation and injecting for pre-constructional curative cum preventive anti-termite treatment: (Five year service guarantee bond to be signed by contractor)

1.25.1 Surface treatment by spreading emulsion under floor, over the plinth area before laying base concrete @ 5 litres / sqm

49 4.5 Providing and laying water proofing treatment in sunken portion of WCs, bathroom, kitchen etc., by applying cement slurry mixed with water proofing cement compound consisting of following applications including surface preparation:

i) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours.

ii) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound@ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

50 9.14 Providing and fixing steel door made of angle iron of suitable sizes with M.S. grill of approved pattern made of M.S. flats or square or round bars coat of red oxide zinc chromate primer.

51 9.3 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer.

9.3.2 Electric resistance or induction butt welded tubes Grade-300

52 10.12 Supply and fixing of polymer precoated galvalume profile sheets (PPGL) of approved size, shape and pitch of corrugation, total coated thickness (TCT) 0.60 mm +/- 5%, epoxy primer on both side of the sheet and colour polyester top coat 18-20 microns and 6-7 microns on bottom. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

53 20.14 Supplying and fixing C.I. cover without frame for manholes :

20.14.1 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg.

54 20.11 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:

20.11.1 With 20x20 mm square bar 12 Each

55 12.3 Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement.

12.3.1 40 mm thick 36.98 Sqm

56 11.5 Neat Cement punning. 101.48 Sqm

57 22.9 Supply, installation, testing & commissitioning and putting into operation and final testing of automatic lift complete with ARD and all standard equipments, accessories and control equipments as per manufacturer's design and as per CPWD specification (Part III LIFTS) 1981and fulfilling following requirments on turn key basis. A. Type : Passenger lift B. Load : 16 passenger/ 1088 Kg C. Speed : 1.0 metre per second D. Contol : AC2 E. Operation : Microprosser based simplex collective selective with/without lift attendent F. Total rise : About 9 mtrs G. Landings : 4 All on same side H. Floors served : G,1,2,3 I. Signals : Digital car position indicator, car travel direction indicator in car & at all landings J. Lift shaft size : About 2500 mm width X 2100 mm depth, finished with plaster (size as per actual site conditions) K. Lift car size : About 2000 mm width X 1300 mm depth L. Car entrance : Minimum Clear opening 1000 mm wide X 2000 mm high protected with car door M. Landing entrance: Clear opening 1000 mm wide X 2000 mm high protected with landing door N. Car door : Stainless steel /Glass Door two pannel telescopic/centre opening flush type O. Landing door : Stainless steel /Glass Door two pannel telescopic/centre opening flush type P. Door operation: Automatic electric power operated door with infra red protection Q. Car interior : Stainless steel pannel with hair line/ mirror/moon rock finish on all sides R. Car floor : Hard wood covered with PVC/ marblex tiles S. Car ceiling & lighting : Fluorscent lighting concealed by suspended false ceiling with plain acrylic diffuser. The frame of suspended false ceiling shall be of powder coated aluminium T. Car ventilation : Pressure fan with anodised aluminium grill U. Emergency lighting in car: Battery operated Emergency lighting in the lift car V. Intercom system : Battery operated Intercom system in lift car, machine room and control room W. Emergency alarm : Battery operated alarm bell system in lift car & contol room X. Position of machine room: Directly above the lift shaft Y. Electric power supply : AC 415 Volts 3 phase 50 Hz terminated in machine room Z. Fire man switch : Fire man switch at main landing terminal

58 3.9 Extra for precast PCC/ RCC work of any mix including form work, hoisting and fixing in Cement Mortar. 1:2 (1 Cement : 2 coarse sand) and finishing with cement plaster in Cement Mortar 1:3 (1 Cement : 3 coarse sand) but excluding reinforcement.

59 18.76 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.

18.76.2 110 mm dia pipe. 255.60 Metre

60 21.14 Supplying, filling, spreading & leveling stone boulders/ Gravels/ Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately).

21.14.1 Stone boulders of size range 5 cm to 20 cm, in recharge pit

21.14.2 Gravels of size range 5 mm to 10 mm, over the existing layer of boulders

21.14.3 Coarse sand of size range 1.5 mm to 2 mm over existing layer of gravel

61 12.65 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm

12.65.2 Pigment Coloured (rubber mould) precast interlock concrete blocks

62 19.18 Supplying erection testing and commissioning of hot dipped galvanised (single dip, minimum 86 micron) 12 metre High mast pole on existing RCC foundation with all accessories and equipments, main detailed as below to withstand max wind pressure as per IS 875 Part-3: a) HM shaft made of approx weight 340 kg, sheet thickness 3 & 4 mm, nominal dia 360mm on bottom and 150 mm on top, base plate 25mm thick 520mm dia, approved no of sections (not more than 2) having suitable sectional lengths with slip joints between sections without any circumpherencial welding. b) Double drum winch with Integral single phase power tool (electrical) for lowering & raising of lantern carriage on high mast with separate handle for manual operation of winch with a torque limiting device for safe locking of carriage. c) Raising/lowering type lantern carriage designed to carry specified nos of luminaries, control gear box, junction box. d) Top pulley assemble with weather proof cover. e) Necessary suitable length and size stainless steel wire ropes (minimum 6mm dia and 7/19 construction) for lowering & rising of lantern carriage. f) Suitable size and length multicore flexible copper power trailing cable (minimum 6 sqmm) g) Hinged service door in base section h) Base plate earthing terminal. i) Suitable arrangement for supply distribution with termination of suitable size underground cable in high mast. j) Lightning conductor finial made of 25mm dia 300 mm long G.I.tube having single prong. k) Anchor plate, tem-plates, GI foundation bolts min 6 Nos of 24mm dia 750 mm long (EN 8 Grade) along with nuts washers etc. (RCC fooundation and luminaries will be paid separately)

63 6.29 Supplying of following 230/250 volts LED Flood light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket, including connection, earthing, Seperate housing for driver etc complete as per specification and P.A. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt.

6.29.9 200 watt 12 Each

64 9.16 Supplying and fixing TP&N MCB, 440 volts, 'C' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification.

9.16.5 63 amps 2 Each

65 9.10 Supplying and fixing SP MCB, 240 volts, 'B' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification.

9.10.2 40 amps 12 Each

66 12.3 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe, with charcoal and salt as per specification and IS Code 3043: 1987(R 2016)

67 12.4 Supplying and laying 8 SWG copper wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. as per specification.

68 15.5 Supplying and laying following sizes one number FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade on surface/ existing cable tray with 1 mm thick GI saddle as per specification, IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1).

15.5.14 4 x 16 sq. mm. 200 Metre

69 7.19 Fabrication, supply, installation, testing and commissioning of cubicle type compartmentalized wall/ floor mounted power cum control panel board of specified size and following depth made out of not less than 2 mm thick CRCA MS powder coated sheet with suitable size compartments for bus bars, switchgears and necessary cutouts for voltmeters, ammeters etc as per specifications including powder coating painting but without busbars, switchgears and other accessories etc complete as per specification.

7.19.2 Above 300 mm and upto 450 mm deep 2 sqm

70 19.23 Designing and providing suitable and approved size RCC foundation for 12-30 mere high mast including seel reinforcement form work, embeding 2 nos 50mm dia PVC pipe for cable entry in each foundation, excavation disposal of surplus soil and curing etc. as required including laying and fixing HM foundation bolts with tam plates but excluding the cost of foundation bolts with tam plates etc complete as per specification

71 10.22 Providing and fixing following Time switch (timer) in existing panel including connection, testing and commissioning as per specification.

10.22.1 Digital Type 2 Each

72 14.2 Supplying and laying HDPE pipe of 4kg/Sqcm in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification.

14.2.1 63 mm outer dia 200 Metre

73 32.3 Providing following size ISI marked FR PVC insulated , PVC sheathed, 3 core submersible copper conductor wire and IS: 694 (2010)

32.3.2 2.5 sq mm 100 Metre

74 10.13 Providing and fixing 3 pole, 415/500 volts following rating (AC-1 Duty) power contactor in existing starter/ cubical panel including, connections, testing and commissioning etc. as per specification.

10.13.3 60 amps 12 Each

75 28.1 Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot with three soundings for drilling of tube well within the selected Habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs.

Per successful point

76 29.3 Drilling of perfectly vertical bore hole of a diameter suitable to receive 150 mm nominal suitable casing pipe upto desired depth below ground level inclusive of the labour charges for transporting, lowering and fixing of 150 mm nominal diameter M.S./ G.I./ U.P.V.C. casing g pipe inside the bore hole including all works pertaining to drilling such as transporation, installation and removal of drilling machine etc. complete.

29.3 (a) In all types of collapsible strata consisting of soils, clays, sand moorum, gravel, boulders etc.

77 29.4 Drilling of perfectly vertical bore hole of 150 mm diameter up to desired depth below ground level in all types of rock including all works pertaining to drilling such as transportation, installation and removal of drilling machine etc. complete .

150mm dia 60.00 Meter

78 7.1 Providing, laying and jointing following P.V.C. pipes with solvent cement joint for 6, 8 and 10 kg/ sq. cm. pressures including testing of joints, cost of jointing materials etc. complete in all respect

Casing Pipe- 140 mm dia (10Kg/Cm2) 15.00 Meter

79 9.9 Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality assurance certificate from quality agencies like WRC/CIPET (India)/ DVGM /KIWA /SPGN etc. for usage in Drinking Water System The cost shall include testing of all materials, Inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete.

32 mm dia (10Kg/sq.cm) 85.00 Meter

80 32.1 Conducting the yield test of tubewell by operating the pumping set continuously for a desired time period and measuring the discharge and drawdown of tubewell at a suitable time interval as per the direction of Engineer in Charge including cost of energy, cost of installation of suitable measuring device and hire charges of pumping set etc.complete.

(a) Submersible pumping set up to 1 to 3 H.P. 4 Per Hour

81 34.20.105 Supplying & Installation of Energy efficiant five star BEE rating ISI Marked required capacity single phase, 50 Hz, 220V, deep well submersible pump Stainless Steel body, suitable for 4"/6" tube well with Contral Panel Starter suitable for Submersible pump with dry run protection, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe, SS/Nylon wire rope and connection cable.

(ii) 1 H.P. with upto 5 stages, Head Mt. 35-15 Discharge LPM 40-125

82 34.20.107 Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make.

(ii) 4.0 Sq.mm.multi strand 85.00 per mtr

83 34.20.109 Supplying and laying of approved make stainless steel wire rope 6 mm thick complete with binding for support of pump and motor

84 29.9 Providing and fixing of well cap on top of the tube well for protection

(c) 150 mm dia. 1.00 Each

85 3.2 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300

86 4.1 Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

(b) For Lower Sub-base with

(i) Grading-V Material 173.95 Cum

87 4.6 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.

88 6.3 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and speicifications. (For Village Roads)

(ii) P.C.C. M-15 86.98 cum

89 6.4 Providing and laying Un-reinforced Cement Concrete without Dowel Bars including formwork and expansion, contraction & longitudinal joints as per design and as per IRC-62, over a prepared base as per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200mm in Low Volume Roads. With Cement concrete grade M-30 and minimum cement content @375 Kg/cum.

90 14.68 Providing and applying on exterior surface with PREMIUM Exterior emulsion paint of required shade to give protective and water proof finish minimum 3 coats applied @ 1.40 lit/sqm up to final finish as per relevant IS Code 15489:2013 Type-2 Class D, C (Glossy/ Semo Glossy finish) (Product such as Asian apex, Dulux Weather shield prima E900, Berger Weathercoat Antidust , Nerolac Everlas Excel, Nippon Sumo Etra, Opus True flex) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc, complete for the work. (With 3 year Warranty)

91 12.14 Cement art Mural Work 174.00 Sqm

92 12.6 Providing and planting of 3'0" to 4'0" heighted wasingtonia, filipheria/bismarkia novelist palm plants with 1'6" x 1"6" depth pit formation and soil preparation, (Mixing organic manure and plant's protection insecticide). Up to 4 month maintenance

93 19.7 Supply of hot dipped galvanized (in single dip to minimum 75 micron) octogonal pole made of 3mm thick steel grade E-350 sheet having window and flush cover with locking arrangement at suitable height from base for cable termination block, pole suitably reinforced with welded steel section at window cut section to make the strength of pole unaffected, with following minimum specifications with 4 way terminal connector including 3mm thick anchor plate, 4 nos 20mm dia foundation bolts of EN8 grade, and as per IS 2062 & BS EN: 10025. (designed for wind speed upto 180km/hr, IS: 875 Part 3)

19.7.2 7 metre high, dia 130mm at bottom and 90mm at top, base plate size 220x220x12mm, foundation bolts 700mm long

94 19.11 Erection of GI octogonal/ tubular/conical pole on existing cement concrete foundation having grouted bolts and nuts, aligning in true vertical position as per specification.

19.11.5 7 metre high 12 Each

95 19.12 Designing and providing suitable RCC foundation in Cement Concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) for 3 mere to 12 metre high GI octagonal pole including steel reinforcement form work, embeding 2 nos 50mm dia PVC pipe for cable entry in each foundation, excavation disposal of surplus soil and curing etc. as per specification.

96 19.9 Supply and fixing following street light pole bracket on existing pole made out of 50 mm dia MS "B" class pipe welded to 300 mm long MS pole canopy of suitable dia at a angle of 102.50 including having MS triangular stiffner of size 150 X 50 X 5 mm thick, making arrangement for tightening the bracket with pole by providing suitable size heavy duty nuts and bolts in canopy, painting with one coat of approved steel primer etc. as per specification.

19.9.2 Single Over Hang 1.00 metre Long 12 Each

97 14.1 Supplying and laying ISI marked double wall HDPE pipe (IS 14930 Part II) having corrugation on the outer wall and plan surface on inner wall in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification.

14.1.1 63 mm outer dia and 50 mm Inner dia 150 Metre

98 12.1 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as per specification and IS Code 3043: 1987(R 2016)

99 12.17 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as per specification.

100 15.3 Supplying and laying following sizes one number FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade in existing RCC/ HUME/ STONEWARE/ METAL/ HDPE pipe as per specification, IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1).

15.3.3 2 x 10 sq. mm 150 Metre

101 15.23 Supplying and making end termination with brass compression gland and aluminum lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as per specification.

102 9.10 Supplying and fixing SP MCB, 240 volts, 'B' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification.

9.10.1 6 amps to 32 amps 12 Each

102 3.11 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, multi strand wire in the existing surface/ concealed, FRLS PVC conduit / PVC casing caping as per specification and IS: 694 (2010)

3.11.13 3 x 2.5 sq. mm 36 Metre

103 6.28 Supplying, installation, testing and commissioning of following 230/250 volts LED street light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket, including connection, earthing, Separate housing for driver etc complete as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt.

6.28.6 45 Watt 12 Each

104 21.1 Supplying and installation of outdoor type Transformer ONAN type with copper winding having following continuous KVA rating, 11 /0.415 KV, 3 Phase 50 Hz Vector group DYn-11, (Online tap changer) tapings in steps of ± 2.5%, ± 5%, --7.5% with oil conservator, silica gel breather having connecting terminals on HV side suitable for bare conductor/HT cable connection, cable end box on medium voltage side suitable for 1.1 KV single / 3½ core cable(upto 300 sq mm)/bus ducting arrangment and confirming to IS:1180 Part-2 Level 3, on existing double pole structure or Brick /CC/RCC platform with all fittings, accessories, filled with filtered transformer oil including testing and commissioning etc. complete as per specification

21.1.1 100kvA 1.00 Each

105 16.1 Supplying and laying one number following sizes XLPE, steel armoured, aluminium conductor power cable of 11 KV grade direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as per specification and IS: 7098 (2011, Part 2).

3 x 50 sq mm 100.00 Metre

106 21.8 Supplying and erecting chain link mesh fencing for electric sub-station switch yard of 2.5 m approx. height from ground level using angle iron size 50 X 50 X 6 mm erected in C.C. foundation 15 X 15 X 40 cm deep at every 2 metre fitted with flat iron support of size 25 X 6 mm on top, bottom and mid way and chain link mesh 50 x 50 mm aparture and 4 mm dia G.I. hard wire securing and screwing with 2mm dia G.I. wire, G.I. staples, G.I.U-nails or steel pins to the angle iron at every distance of 30 cms, by iron studs complete duly painted with one coats of red oxide and two coats of approved colour paint.

(Area of fencing i.e. height x length is to be measured) 108.00 Sqm

107 21.9 Supplying and erecting MS gate of approx. size 3.0 m (W) x 2.0 m (H) in two laps for electric sub-station switch yard fencing frame made of angle iron size 50 X 50 X 6 mm on top bottom and sides fitted with flat iron support of size 25 X 6 mm on mid way horizontaly and square bar of size 8 mm at every 100mm vertically including 3 sets of heavy duty MS hinges and aldrop complete duly painted with one coats of red oxide and two coats of approved colour paint.

108 21.3 Supplying, installation, testing and commissioning of following capacity diesel Generating Set (alternator directly coupled to diesel engine) compete in all respect broadly comprising of following and as per CPCB 2 norms (upto date ammended), including following specification. A. Alternator : Self excited, brush less type, of following capacity, 3 phase, 415 volts 50 Hz, 4 pole, AC alternator complete with all accessories.B. Engine : water cooled diesel engine of suitable BHP for rated alternator at 1500 rpm, turbo charged, direct injection type, 4 stroke, 4/6 cylinder including specified size fuel tank of approved design and shape duly calibrated and painted with one coat of primer and two coats of synthetic enameled paint of approved colour, residential type silencer with exhaust MS pipe (upto 2 metre beyond silenser) duly wrapped with asbestos rope of legging of specified quality and specification.C. AMF Panel : Cubical, compartmentalized, AMF panel board with all suitable size power and control contactors, switches, meters and other accessories, internal wiring, connection, inter-connection etc. for trouble free smooth functioning of DG Set complete with battery charger and leads as per specification.D. Base Plate : Common base plate of required size for mounting of engine alternator set fabricated from MS channel and vibration damping arrangement with cushy foot mounting i/c painting etc. as per specification.

109 26.1 Supplying , installation , testing and commissioning of Fire alarm Control panel (UL Listed) suitable for 50 addressable points (Detector & Devices). Comprising of the following system components: Operating units, Periphery boards, Power supplies,System enclosures, with battery backup 24 hours and 30 minutes

110 26.8 Suppying , installation , testing and commissioning of Panel to Panel network card

111 26.9 Suppying , installation , testing and commissioning of Intelligent Addressable Multi-sensor Smoke detector: Multi-criteria addressable fire detector that incorporates photoelectric and thermal sensors,Polarity insensitive utilizing SureWireTM technology,Tri-color detector status LED with 360° viewing,Field-selectable application profiles,Superior EMI immunity, Remote sensitivity-measurement capability,Automatic environment compensation,UL Listed and ULC Listed; FM Approved.

112 26.10 Supplying , installation , testing and commissioning of Intelligent Addressable Heat detector: Provides seven (7) field-selectable settings in the 135° í 174°F (57.2° í 78.9°C) temperature range ,Tri-color detector-status light-emitting diode (LED) with 360° viewing,Polarity insensitive utilizing SureWireTM technology,Superior EMI / RFI Immunity,UL521 Listed and ULC Listed; FM Approved.

113 26.11 Suppying , installation , testing and commissioning of Intelligent Addressable Type Manual Call Point: Intelligent Manual Fire Alarm Box is constructed of durable, molded and polycarbonate material that is matte finished in red with raised white lettering Single-action,Pull-down lever is down, until manually reset,Polarity insensitive via SureWireTM technology

114 23.33 Providing and fixing standard fireman's axe (tested for 20000 Volts) with heavy insulated rubber handle. (ISI marked)

115 26.12 Suppying , installation , testing and commissioning of Short circuit Isolator Base: Local light-emitting diode (LED) indicator UL 864 9th Edition Listed and ULC Listed; FM Approved

116 26.13 Suppying , installation , testing and commissioning of Conventional Type Hooter with Strobe: Hooter with Strobe. Wall Mount models feature field selectable candela settings of 15/30/75/110cd and 135/185cd. Ceiling Mount models feature field selectable candela settings of 15/30/75/95cd and 115/177cd. UL Listed, ULC, FM approved. NFPA Compliant. Red.

117 26.14 Suppying , installation , testing and commissioning of Response Indicator for above false ceiling detector

118 26.16 Suppying , installation , testing and commissioning of 2 core x 1.5 sq.mm Armoured FRLS fire cable

119 26.17 Supply and erecting of following ISI marked Fire extenguishers on wall/ column including erecting bracket etc complete.

26.17.3 ABC Fire Extinguisher 4KG Nitrogen Store Pressure As per IS: 15683:2018 Body Sheet Not Less Then 2mm Thickness, CE Mark NRV Valve With ABC Powder 90% UL 299 FIRE RATING: 2A, 89B. With all accessories.

26.17.6 CO2 type Fire Extinguisher ISI marked confirming to IS:15683:2018 Capacity 3Kg. INITIAL CHARGE:- Carbon dioxide used in extinguishers shall comply with IS 15222. FIRE RATING:- 34B. Complete with Hose Assembly and horn, locking arrangement, operation manual, bracket with two screw and sleeve

LIBRARY BUILDING- GROUND FLOOR

[ As per CG PWD Building SOR 2015]

Sl No. SOR Ref. Particular's of Item Nos. Length Breadth/ Width Height/ Depth Quantity Unit Rate Amount

1 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

2 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In All types of Soil

For Column Footings

For Ground Beams

Horizontals 2 3.05 0.40 0.20 0.49

For Verandah 1 6.00 0.40 0.40 0.96

3 1.6 Extra for every additional lift of 1.5 m or part thereof.

For Column Footings

4 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

For Column Footings

For Ground Beams

Horizontals 2 3.05 0.40 0.10 0.24

Horizontals 4 9.05 0.30 0.10 1.09

For Half Brick Masonary

Horizontals 2 4.00 0.20 0.10 0.16

For Verandah 1 6.00 0.40 0.10 0.24

5 3.3 Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work.

3.3.2 M-25 Grade

A For Sub-Structure

For Column Footings

Lift Well Foundation 1 3.70 3.40 0.20 2.52

Total A:- 181.99

For Columns (Till Plinth Level)

Total B:- 36.75

Horizontals 2 3.05 0.20 0.30 0.37

Horizontals 4 9.05 0.30 0.60 6.52

For Half Brick Masonary

Horizontals 2 4.00 0.10 0.20 0.16

Total C:- 40.90

B For Super-Structure

Shear Walls [Lift] 2 3.40 0.20 6.25 8.50

Total A:- 73.34

Horizontals 3 3.05 0.20 0.30 0.55

0.10m Thick Lintel for Half Brick Masonary

Horizontals 2 3.80 0.10 0.20 0.15

Horizontals 3 3.05 0.20 0.30 0.55

Total B:- 54.29

Steps, Treads- 0.30 & Risers- 0.15 28 1.70 0.0225 Sqm 1.07

Weather Shades, Lofts etc

Above Windows 30 2.20 0.60 0.08 3.17

Above Ventillations 9 1.10 0.60 0.08 0.48

Sitting Platform 1 42.80 0.45 0.10 1.93

Courtyard [Open Reading Zone+Lift well+Staircase] 1 17.90 9.50 0.125 -21.26

Total D:- 117.53

6 3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Quantity Same as Superstructure 248.86 Cum 97.50 24263.38

7 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:

3.12.2 Thermo-Mechanically treated bars FE 500D

Footings Taking 181.99 x 60.00 Kg/Cum 10919.64

Columns Taking 110.09 x 120.00 Kg/Cum 13210.32

Beams Taking 95.19 x 150.00 Kg/Cum 14278.65

Slabs Taking 121.23 x 100.00 Kg/Cum 12122.52

8 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

a 2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

For Column Footings

For Columns (Till Plinth Level)

Horizontals 4 3.05 -- 0.30 3.66

Verticals 6 3.00 -- 0.30 5.40

Horizontals 8 9.05 -- 0.60 43.44

Verticals 4 2.90 -- 0.20 2.32

b 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape

c 2.1.8 Beams, lintels, cantilevers & walls

Horizontals 6 3.05 -- 0.30 5.49

Verticals 8 3.00 -- 0.30 7.20

0.10m Thick Lintel for Half Brick Masonary

Horizontals 4 3.80 -- 0.20 3.04

Verticals 4 1.50 -- 0.20 1.20

Horizontals 6 3.05 -- 0.30 5.49

d 2.1.15 2.1.15 Stair cases of all types excluding spiral and folded plate type, including risers and landings

e 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

Courtyard [Open Reading Zone+Lift well+Staircase] 1 17.90 9.50 -- -170.05

f 2.1.4 Edge of slab, breaks in floor and walls upto 200mm.

Outer Perimeter of Slab 1 143.20 -- -- 143.20

g 2.1.13 Weather shade, chhajja, Cornices and mouldings

Above Windows 30 2.20 0.60 -- 39.60

Above Ventillations 9 1.10 0.60 -- 5.94

Sitting Platform 1 42.80 0.45 -- 19.26

h 2.1.2 Wall of any thickness including attached pilasters, buttresses etc. in super structure.

Shear Walls [Lift] 4 3.40 -- 6.25 85.00

9 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:

7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)

Above Ground Beams till Plinth Level

Horizontals 2 3.05 0.20 0.40 0.49

For Verandah 1 6.00 0.20 1.05 1.26

Entrance Lobby 2 3.00 1.20 0.10 0.72

10 3.13 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work.

Horizontals 2 3.05 0.20 0.05 0.06

Entrance Lobby 2 3.00 1.20 0.05 0.36

11 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

Total Excavation for Footings 1121.10

Deduct Volume of PCC below Footings -67.27

Deduct Volume of RCC Footings -184.51

Deduct for Columns Till Ground

Required Volume:- 845.02 Cum 65.00 54926.37

Using the left over excess quantity for Plinth Filling 276.08 Cum 65.00 17945.13

12 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

Stacking Room 1 25.60 8.65 0.80 177.15

Extra Space in Office Room 1 1.60 1.10 0.80 1.41

Toilet at Office Room 1 2.40 1.50 0.80 2.88

Reception Area 1 6.50 7.40 0.80 38.48

Open Reading Zone (Between Lift and Staircase] 1 3.70 3.40 0.80 10.06

Staircase Area 1 5.70 3.30 0.80 15.05

Open Reading Zone 1 14.80 6.40 0.80 75.78

Open Reading Zone 1 12.30 3.70 0.80 36.41

Electrical Room 1 3.80 3.00 0.80 9.12

Female Toilet (Lobby) 1 3.80 2.00 0.80 6.08

Water Closets 3 1.20 1.60 0.80 4.61

Water Cooler Area 1 2.40 1.90 0.80 3.65

Extra Space 1 1.40 4.10 0.80 4.59

Male Toilet (Lobby) 1 3.80 1.50 0.80 4.56

Water Closets 1 1.50 1.90 0.80 2.28

Urinal Area 1 2.20 1.90 0.80 3.34

Entrance Lobby 1 6.00 2.00 0.65 7.80

Deduct for Backfilling -276.08

13 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:

7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)

For Superstructure

Horizontals 3 3.05 0.20 4.20 7.69

Ventillations, V 9 0.90 0.20 0.45 -0.73

Wall Openings 1 1.00 0.20 2.40 -0.48

14 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Same as quantity of Superstructure 140.63 Cum 121.00 17015.63

15 7.11 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level:

7.11.2 Cement Mortar 1:4 (1 cement : 4 coarse sand)

Horizontals 2 3.80 -- 4.20 31.92

Verticals 2 1.50 -- 4.20 12.60

16 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

Stacking Room 1 25.60 8.65 0.10 22.14

Extra Space in Office Room 1 1.60 1.10 0.10 0.18

Toilet at Office Room 1 2.40 1.50 0.10 0.36

Reception Area 1 6.50 7.40 0.10 4.81

Open Reading Zone (Between Lift and Staircase] 1 3.70 3.40 0.10 1.26

Staircase Area 1 5.70 3.30 0.10 1.88

Open Reading Zone 1 14.80 6.40 0.10 9.47

Open Reading Zone 1 12.30 3.70 0.10 4.55

Reading Zone 1 25.60 8.75 0.10 22.40

Electrical Room 1 3.80 3.00 0.10 1.14

Female Toilet (Lobby) 1 3.80 2.00 0.10 0.76

Water Closets 3 1.20 1.60 0.10 0.58

Water Cooler Area 1 2.40 1.90 0.10 0.46

Extra Space 1 1.40 4.10 0.10 0.57

Male Toilet (Lobby) 1 3.80 1.50 0.10 0.57

Water Closets 1 1.50 1.90 0.10 0.28

Urinal Area 1 2.20 1.90 0.10 0.42

Entrance Lobby 1 6.00 2.00 0.10 1.20

17 11.1 Providing and making 6mm thick cement plaster of mix:

11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand) Quantity Same as Item 7d &7e 990.99 Sqm 87.00 86216.13

18 11.2 Providing and making 12mm thick cement plaster of mix:

11.2.2 In Cement Mortar 1:4 (1 cement : 4 fine sand)

Horizontals 3 3.05 -- 4.20 38.43

Verticals 4 3.00 -- 4.20 50.40

Same as half brick masonary Works 88.19

Ventillations, V 9 0.90 -- 0.45 -3.65

Wall Openings 1 1.00 -- 2.40 -2.40

19 11.3 Providing and making 15mm thick cement plaster of mix:

11.3.2 In Cement Mortar 1:4 (1 cement : 4 fine sand)

Short Walls 2 33.30 -- 0.90 59.94

Same as Shear Wall 149.98

50% Quantity of Item no 7b&c 522.66

Same as 12mm Thick Plaster 791.31

20 14.56 Providing and applying 2mm thick white cement based polymeric Exterior grade putty with minimum 3 coats applied @ 5.4 kg/10 sqm as per relevant IS Code 17545:2021. (Product such as Birla wall care, Asian trucare, JK wall putty , Berger Bison wall putty) to make the surface smooth and even with all tools tackles and labour etc. complete for the work.

Same as 6mm thick Plaster 990.99

Same as 12mm thick Plaster 791.31

Same as 15mm thick Plaster 1592.65

21 14.62 Providing and applying Acrylic washable Distemper or Lite economy Plastic emulsion paint VOC content less than 50 gms/Litre. Minimum two coats up to final finish applied @1.25 kg/10 sqm as per relevant I.S. Code 428:2000 (product such as Tractor UNO synthetic distemper, Dulux Duval, Opus Style/lite economy emuslion product such as Asian Tractor Spark, Dulux Promise sheen, Nerolac Litil Master, Berger Bison lite, Nippon Superio) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc, complete for the work

Same as 6mm thick Plaster 990.99

Same as 12mm thick Plaster 791.31

22 14.70 Providing and applying acrylic modified resin EXTERIOR TEXTURED with special quality silica quartz plaster as an intermediate coating on external surface giving protective layer and decorative finish on plastered surface in approved design and shade (product such as Asian Apex Series Duracast Dulux weathershield sandtax creation) as per manufacturer's specifications inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools and tackles and labour etc complete for the work.

14.70.1 2.0mm thickness (average) having design scratched with leveled and smooth surface. Same as 15mm thick Plaster 1592.65

23 12.79 Providing and laying DOUBLE/ MULTICHARGE (minimum 2.0mm thick layer) VITRIFIED floor tiles with water absorption less than 0.05% and conforming to IS: 15622-2017 of 1st quality of approved make in all colours and shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand) inlcuding grouting the joints with white cement and matching pigments etc. complete.

12.79.1 Size 600x600mm Thickness 9 to 10mm

Stacking Room 1 25.60 8.65 -- 221.44

Extra Space in Office Room 1 1.60 1.10 -- 1.76

Reception Area 1 6.50 7.40 -- 48.10

Open Reading Zone (Between Lift and Staircase] 1 3.70 3.40 -- 12.58

Staircase Area 1 5.70 3.30 -- 18.81

Open Reading Zone 1 14.80 6.40 -- 94.72

Reading Zone 1 25.60 8.75 -- 224.00

Electrical Room 1 3.80 3.00 -- 11.40

Entrance Lobby 1 6.00 2.00 -- 12.00

Stacking Room 2 25.60 -- 0.15 7.68

Extra Space in Office Room 2 1.60 -- 0.15 0.48

Reception Area 2 6.50 -- 0.15 1.95

Cloak Room 2 6.40 -- 0.15 1.92

Open Reading Zone (Between Lift and Staircase] 2 3.70 -- 0.15 1.11

Staircase Area 2 5.70 -- 0.15 1.71

Open Reading Zone 2 14.80 -- 0.15 4.44

Reading Zone 2 25.60 -- 0.15 7.68

Electrical Room 2 3.80 -- 0.15 1.14

Entrance Lobby 2 6.00 -- 0.15 1.80

24 12.74 Providing and fixing rectified glazed ceramic Floor tiles of 1st quality conforming to IS: 15622-2017 of approved make , in all colours, shades over 20mm thick bed of cement mortar 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 matching pigment complete.

12.74.3 Size 600x600mm thickness 8 to 9mm

Toilet at Office Room 1 2.40 1.50 -- 3.60

Female Toilet (Lobby) 1 3.80 2.00 -- 7.60

Water Closets 3 1.20 1.60 -- 5.76

PHE Toilet 1 2.20 2.00 -- 4.40

Water Cooler Area 1 2.40 1.90 -- 4.56

Extra Space 1 1.40 4.10 -- 5.74

Male Toilet (Lobby) 1 3.80 1.50 -- 5.70

Water Closets 1 1.50 1.90 -- 2.85

Urinal Area 1 2.20 1.90 -- 4.18

25 12.75 Providing and fixing rectified ceramic glazed wall/dado tiles of 1st quality conforming to IS : 15622-2017 of approved make, colours, shades on wall 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 matching pigment complete.

12.75.2 Size 300x600mm thickness 7 to 8mm

Toilet at Office Room 2 2.40 -- 2.10 10.08

Female Toilet (Lobby) 2 3.80 -- 2.10 15.96

Water Closets 6 1.20 -- 2.10 15.12

PHE Toilet 2 2.20 -- 2.10 9.24

Water Cooler Area 2 2.40 -- 2.10 10.08

Extra Space 2 1.40 -- 2.10 5.88

Male Toilet (Lobby) 2 3.80 -- 2.10 15.96

Water Closets 2 1.50 -- 2.10 6.30

Urinal Area 2 2.20 -- 2.10 9.24

26 12.46 15 mm thick Table rubbed polished Granite stone slab in risers and treads of steps skirting dado and pillars laid on 12mm (Average) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry including rubbing and polishing etc. complete (single stone is to be used for risers and treads of steps and width of stone for skirting and dado shall be equal to the height of skirting & dado and length of 1.0 m).

12.46.3 Granite stone lakha red/ shahi red

Side Staircase 28 0.25 -- 0.10 0.70

Entrance Lobby 6 3.00 0.30 -- 5.40

27 12.45 15 mm thick Table rubbed polished Granite stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing etc. complete. (Area of slab should be 0.50 sqm and above)

12.45.3 Granite stone lakha red/ shahi red

Sitting Platform 1 42.80 0.45 -- 19.26

28 9.57 Providing stainless steel railing/ grill made of S.S. flats, hollow S.S. pipe or square/ rectangular sections of approved design fixing in stair case, balcony or other places with metal fasteners and stainless steel bolts etc complete.

9.57.2 SS Grade 304

Staircase Railings 2 4.70 -- 1.00 9.40

Railings for Ramps 2 1.50 -- 1.00 3.00

Total Area:- 18.20

29 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer.

Ventillations, V 9 0.90 -- 0.45 3.65

Total Area:- 102.65

30 8.149 Providing and fixing factory made PVC door shutters of specified thickness made of styles and rails of a UPVC hollow section of specified size 59x24 mm and wall thickness 2 mm ± 0.2 mm with inbuilt edging on both sides. The styles and rails mitred and joined at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws.

8.149.2 30 mm thick door shutters with styles and rails of size 60x30 mm

31 9.47 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing to be paid for separately:)

9.47.2 For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately).

Ventillations, V 9 0.90 -- 0.45 3.65

Total Area:- 102.65

32 9.51 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item):

9.51.2 With float glass panes of 5 mm thickness Taking 85% of Total Area 87.25 Sqm 708.00 61771.76

33 9.44 Providing and fixing “NETLON insect screens” with 25mm wide Hook and loop tape all around to wooden/ aluminium/ steel windows, ventilators and the like complete.

50% of Windows Area 49.50 Sqm 278.00 13761.00

34 14.71 Providing and applying Satin/ Matt finish Enamel paint minimum 2 coats in all surface applying @0.75 lit/ 10 sqm up to required finish as per relevant IS Code 2932:2013 of (Product such as Asian satin enamel, Dulux Promise premimum Enamel, Nerolac Synthetic Enamel, Opus Prime enamel) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackle and labour etc complete for the work.

Windows and Ventillations Total Area 102.65

35 8.12 Providing and fixing flush door shutters, conforming to IS : 2202 (Part-I), decorative type core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges.

8.12.1 40 mm. thick (single leaf)

36 8.15 Extra for double leaf shutter instead of single leaf

37 8.77 Providing and fixing antique/ SS finished brass butt hinges with antique/ SS polished MS screw complete:

8.77.1 125x85x5.50mm (Heavy Type)

Single Leaf 7 -- -- 3.00 21.00

Double Leaf 1 -- -- 6.00 6.00

38 8.79 Providing and fixing antique/ SS finished brass sliding door bolt with necessary bolts, nuts and antique/ SS polished MS screw complete:

Single Leaf 7 -- -- 2.00 14.00

Double Leaf 1 -- -- 2.00 2.00

39 8.81 8.81 Providing and fixing antique/ SS finished brass tower bolts (Barrel type) with antique/ SS polished MS screw complete:

Single Leaf 7 -- -- 1.00 7.00

Double Leaf 1 -- -- 2.00 2.00

40 9.16 Providing and fixing M.S. frames of doors, windows, ventilators and cupboards joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of grade M-10 or with wooden plugs and screws or with dash fastener or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.

9.16.2 Angle-iron frames

41 10.61 Providing and fixing at all height false ceiling consisting of frame work "W" / "U" / "L" sections made of G.I. sheet with zinc coating of grade 120 consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with dash fastener 12.5mm diax40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed with nut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick button wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of 2.64mm diax230mm long G.I. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.55mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre to centre with 25mm long drive-all screws @ 230mm interval including jointing and fixing to a flush finish of tapered and square edges of the board with recommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed including providing and fixing 12.5 mm thick tapered edge gypsum board conforming to IS: 2095- Part-I all complete as per drawing and specification and direction of the Engineer in Charge but excluding the cost of painting.

Total Ceiling Area 899.46

Taking 25% of the above Total Area 899.46 x 25.00% 224.87

Extra for Design works 224.87 x 20.00% 44.97

42 13.6 15mm thick Granite work (machine cut, table rubbed & mirror polished) for kitchen platform, vanity counters, window sills and similar locations of required size laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) including joints treated with white cement mixed with matching pigment including rubbing and polishing to edge moulding to give high gloss finish.

13.6.2 Granite stone Black

Basin Counters 2 2.00 -- 0.60 2.40

43 10.67 Providing and Fixing Acoustical Suspended Ceiling System made of tiles of size 595x595mm and specified thickness as approved bt Engineer-in-Charge, in true Horizontal Level Suspended on interlocking metal grid of hot dipped galvanised steel sections (galvanised @120 gsm 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 thick (minimum) sheet, spaced at 1200mm centre to centre and cross "T" of size 24x38mm made of 0.30 thick (minimum) sheet, 1200 mm long spaced between main "T" at 600mm centre to centre to form grid of 1200x600mm and secondary cross "T" of length 600mm and size 24x38mm made of 0.30m thick (minmimum) sheet to be interlocked at middle of the 1200x600mm panel to form grids of 600x600mm and wall anfle of size 24x24mm and laying false ceiling tiles of approved texture in the grid, cutting/making opening for services like diffusers, grills, light fitting, fixtures, smoke detectors etc wherever required. Main "T" runner to be suspended from ceiling using GI slotted cleats of size 27x37x25x1.6m fixed to ceiling with 12.5mm dia and 50mm long dash fasteners, 4mm dia GI adjustable rods with galvanised butterfly level clips of size 85x30x0.8mm spaced at 1200mm centre to centre along main "T". Bottom exposed width of 24mm of all "T" sections shall be pre-painted with polyster paint, all complete for all heights as per specification drawings or as directed by Engineer-in-Charge. The tiles should have Humidity resistance (RH) of 99%, Light Reflectance >83%, Thermal Conductivity K=0.052-0.57 w/mk, coloir white, fire performance UK Class 0/ Class 1 (BS 476 pt- 6 and 7) in module size of 600x600x16mm with Bio Block coating on the face of the tile, suitable for green building application, with recycled content of 38-41%. Ceiling height up 3.50 mt from adjacent floor level. Extra height to be paid separately

10.67.2 With 20 mm thick bevelled/ tegular edged mineral fibre flase ceiling tile (NRC 0.7)

Total Ceiling Area 899.46

Taking 75% of the above Total Area 899.46 x 75.00% 674.60

44 9.63 Providing and Fixing clear float toughened glass door partition in required thickness frameless in appropriated size slot or hole for patch fitting/hardware etc. . The glass to be assembled together with path fitting and hardware in proper alignment with all labour tools and tackles etc complete. (Patch fittings and hardware to be paid separately).

1 12mm Thick for door/partition

In Stacking and Reading Zone Halls 4 5.25 -- 3.70 77.70

Partitions with 2 double leaf doors of 1.60m size 2 5.60 -- 3.70 41.44

45 9.25 C Providing and fixing Special Designer glass film over glazed doors, windows & partition etc. complete.

Same as above quantity 119.14 Sqm 1692.00 201584.88

46 9.64 Providing and fixing of stainless steel grade 316 patch fitting and hardware of approved (Hardwyn, Ozone, Godrej) make in frame less toughened glass door or partition in proper alignment with all tools tackles and labour etc. complete.

1 Top patch with pivot SS Grade 304 4 6.00 -- -- 24.00 Nos 2297.00 55128.00

2 Top/Side patch glass or L connector patch SS grade 304

3 Bottom patch to be connected with floor machine

4 Bottom lock patch with three key SS grade 304 2 6.00 -- -- 12.00 Nos 3245.00 38940.00

5 Corner patch fitting with pivot SS Grade 304 4 6.00 -- -- 24.00 Nos 3058.00 73392.00

6 Two way action Hydraulic floor spring machine heavy duty double cylinder type capacity 120/150 kg mounted on floor including required cutting on floor and proper grouting with rich cement mortar

7 H type handle 32x600mm SS 304 grade 2 2.00 -- -- 4.00 Nos 2871.00 11484.00

8 Floor/Wall to Glass connector SS Grade 304 4 6.00 -- -- 24.00 Nos 1084.00 26016.00

47 1.25 Diluting chemical emulsion (chlorpyrifos/ lindane) in water as per manufacturers recommendation and injecting for pre-constructional curative cum preventive anti-termite treatment: (Five year service guarantee bond to be signed by contractor)

1.25.1 Surface treatment by spreading emulsion under floor, over the plinth area before laying base concrete @ 5 litres / sqm

48 4.5 Providing and laying water proofing treatment in sunken portion of WCs, bathroom, kitchen etc., by applying cement slurry mixed with water proofing cement compound consisting of following applications including surface preparation:

i) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours.

ii) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound@ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

Male Toilet 1 3.80 3.50 -- 13.30

Female Toilet 1 3.80 3.70 -- 14.06

a. Add 15% for Electrification and Water Supply Sanitation 2065057.14

Grand Total:- 15832104.71

LIBRARY BUILDING- FIRST FLOOR

[ As per CG PWD Building SOR 2015]

Sl No. SOR Ref. Particular's of Item Nos. Length Breadth/ Width Height/ Depth Quantity Unit Rate Amount

1 3.3 Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work.

3.3.2 M-25 Grade

For Super-Structure

Mumty Columns 4 0.20 0.75 1.50 0.90

Shear Walls [Lift] 2 3.40 0.20 7.45 10.13

Total A:- 86.82

Horizontals 3 3.05 0.20 0.30 0.55

0.10m Thick Lintel for Half Brick Masonary

Horizontals 2 3.80 0.10 0.20 0.15

Horizontals 3 3.05 0.20 0.30 0.55

Terrace Staircase and Lift Room Slab Beams

Horizontals 2 4.40 0.20 0.30 0.53

Total B:- 56.81

Steps, Treads- 0.30 & Risers- 0.15 28 1.70 0.0225 Sqm 1.07

Weathershade, Lofts etc.

Above Windows 33 2.20 0.60 0.08 3.48

Above Ventillations 8 1.10 0.60 0.08 0.42

Slab of Lift For Machine 1 3.40 3.10 0.125 1.32

Slab over Passage 1 2.60 10.10 0.100 2.63

Slab of Lift Well 1 3.40 3.10 0.100 1.05

Courtyard [Open Reading Zone+Lift well+Staircase] 1 17.90 9.50 0.125 -21.26

Total D:- 123.05

2 3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

1st Charge after Plinth Quantity Same as Superstructure 270.37 Cum 97.50 26361.09

2nd Charge for First Floor Quantity Same as Superstructure 270.37 Cum 97.50 26361.09

3 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:

3.12.2 Thermo-Mechanically treated bars FE 500D

Columns Taking 86.82 x 120.00 Kg/Cum 10417.98

Beams Taking 56.81 x 150.00 Kg/Cum 8521.50

Slabs Taking 126.74 x 100.00 Kg/Cum 12674.37

4 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

a 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape

Mumty Columns, 4x2 8 0.20 -- 1.50 2.40

Mumty Columns, 2x2 4 0.45 -- 1.50 2.70

b 2.1.8 Beams, lintels, cantilevers & walls

Horizontals 6 3.05 -- 0.30 5.49

Verticals 8 3.00 -- 0.30 7.20

0.10m Thick Lintel for Half Brick Masonary

Horizontals 4 3.80 -- 0.20 3.04

Verticals 4 1.50 -- 0.20 1.20

Horizontals 6 3.05 -- 0.30 5.49

Terrace Staircase and Lift Room Slab Beams

Horizontals 4 4.40 -- 0.30 5.28

Verticals 2 3.30 -- 0.30 1.98

c 2.1.15 2.1.15 Stair cases of all types excluding spiral and folded plate type, including risers and landings

d 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

Slab of Lift For Machine 1 3.40 3.10 -- 10.54

Slab over Passage 1 2.60 10.10 -- 26.26

Slab of Lift Well 1 3.40 3.10 -- 10.54

Courtyard [Open Reading Zone+Lift well+Staircase] 1 17.90 9.50 -- -170.05

e 2.1.4 Edge of slab, breaks in floor and walls upto 200mm.

Outer Perimeter of Roof Slab 1 135.70 -- -- 135.70

f 2.1.13 Weather shade, chhajja, Cornices and mouldings

Above Windows 33 2.20 0.60 -- 43.56

Above Ventillations 8 1.10 0.60 -- 5.28

g 2.1.2 Wall of any thickness including attached pilasters, buttresses etc. in super structure.

Shear Walls [Lift] 4 3.40 -- 7.45 101.32

5 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:

7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)

For Superstructure

Horizontals 3 3.05 0.20 4.20 7.69

Terrace Level, Machine Room and Mumty 2 4.40 0.20 2.40 4.22

Wall Openings 2 3.30 0.20 2.40 -3.17

Ventillations 9 0.90 0.20 0.45 -0.73

6 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

1st Charge after Plinth Same as quantity of Superstructure 157.83 Cum 121.00 19097.07

2nd Charge for First Floor Same as quantity of Superstructure 157.83 Cum 121.00 19097.07

7 7.11 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level:

7.11.2 Cement Mortar 1:4 (1 cement : 4 coarse sand)

Horizontals 2 3.80 -- 4.20 31.92

Verticals 2 1.50 -- 4.20 12.60

Horizontals 2 3.05 -- 0.90 5.49

Verticals 3 3.00 -- 0.90 8.10

8 7.12 Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level:

Same as above quantity 256.68 Sqm 11.00 2823.48

9 11.1 Providing and making 6mm thick cement plaster of mix:

11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand) Quantity Same as Item 4d, 4f &4c 1044.44 Sqm 87.00 90866.28

10 11.2 Providing and making 12mm thick cement plaster of mix:

11.2.2 In Cement Mortar 1:4 (1 cement : 4 fine sand)

Horizontals 6 3.05 -- 4.20 76.86

Terrace Level, Machine Room and Mumty 2 4.40 -- 2.40 21.12

Same as Half brick masonary 256.68

Wall Openings 2 3.30 -- 2.40 -15.84

Ventillations 9 0.90 -- 0.45 -3.65

11 11.3 Providing and making 15mm thick cement plaster of mix:

11.3.2 In Cement Mortar 1:4 (1 cement : 4 fine sand)

50% Quantity of Item no 4a&b 589.00

Quantity same as 4g 179.26

Same as 12mm Thick Plaster 1942.31

12 14.56 Providing and applying 2mm thick white cement based polymeric Exterior grade putty with minimum 3 coats applied @ 5.4 kg/10 sqm as per relevant IS Code 17545:2021. (Product such as Birla wall care, Asian trucare, JK wall putty , Berger Bison wall putty) to make the surface smooth and even with all tools tackles and labour etc. complete for the work.

Same as 6mm thick Plaster 1044.44

Same as 12mm thick Plaster 1942.31

Same as 15mm thick Plaster 2710.56

13 14.62 Providing and applying Acrylic washable Distemper or Lite economy Plastic emulsion paint VOC content less than 50 gms/Litre. Minimum two coats up to final finish applied @1.25 kg/10 sqm as per relevant I.S. Code 428:2000 (product such as Tractor UNO synthetic distemper, Dulux Duval, Opus Style/lite economy emuslion product such as Asian Tractor Spark, Dulux Promise sheen, Nerolac Litil Master, Berger Bison lite, Nippon Superio) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc, complete for the work

Same as 6mm thick Plaster 1044.44

Same as 12mm thick Plaster 1942.31

14 14.70 Providing and applying acrylic modified resin EXTERIOR TEXTURED with special quality silica quartz plaster as an intermediate coating on external surface giving protective layer and decorative finish on plastered surface in approved design and shade (product such as Asian Apex Series Duracast Dulux weathershield sandtax creation) as per manufacturer's specifications inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools and tackles and labour etc complete for the work.

Same as 15mm thick Plaster 2710.56

15 12.79 Providing and laying DOUBLE/ MULTICHARGE (minimum 2.0mm thick layer) VITRIFIED floor tiles with water absorption less than 0.05% and conforming to IS: 15622-2017 of 1st quality of approved make in all colours and shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand) inlcuding grouting the joints with white cement and matching pigments etc. complete.

12.79.1 Size 600x600mm Thickness 9 to 10mm

Discussion Hall 2 6.50 7.40 -- 96.20

Lecture Hall 1 8.40 8.65 -- 72.66

Reading Zone 1 17.00 8.65 -- 147.05

Electrical Room 1 3.80 3.00 -- 11.40

Discussion Hall 4 6.50 -- 0.15 3.90

Lecture Hall 2 8.40 -- 0.15 2.52

Reading Zone 2 17.00 -- 0.15 5.10

Electrical Room 2 3.80 -- 0.15 1.14

16 12.74 Providing and fixing rectified glazed ceramic Floor tiles of 1st quality conforming to IS: 15622-2017 of approved make , in all colours, shades over 20mm thick bed of cement mortar 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 matching pigment complete.

12.74.3 Size 600x600mm thickness 8 to 9mm

Female Toilet (Lobby) 1 3.80 2.00 -- 7.60

Water Closets 3 1.20 1.60 -- 5.76

PHE Toilet 1 2.20 2.00 -- 4.40

Water Cooler Area 1 2.40 1.90 -- 4.56

Extra Space 1 1.40 4.10 -- 5.74

Male Toilet (Lobby) 1 3.80 1.50 -- 5.70

Water Closets 1 1.50 1.90 -- 2.85

Urinal Area 1 2.20 1.90 -- 4.18

17 12.75 Providing and fixing rectified ceramic glazed wall/dado tiles of 1st quality conforming to IS : 15622-2017 of approved make, colours, shades on wall 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 matching pigment complete.

12.75.1 Size 300x450mm thickness 7 to 8mm

Female Toilet (Lobby) 2 3.80 -- 2.10 15.96

Water Closets 6 1.20 -- 2.10 15.12

PHE Toilet 2 2.20 -- 2.10 9.24

Water Cooler Area 2 2.40 -- 2.10 10.08

Extra Space 2 1.40 -- 2.10 5.88

Male Toilet (Lobby) 2 3.80 -- 2.10 15.96

Water Closets 2 1.50 -- 2.10 6.30

Urinal Area 2 2.20 -- 2.10 9.24

18 12.46 15 mm thick Table rubbed polished Granite stone slab in risers and treads of steps skirting dado and pillars laid on 12mm (Average) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry including rubbing and polishing etc. complete (single stone is to be used for risers and treads of steps and width of stone for skirting and dado shall be equal to the height of skirting & dado and length of 1.0 m).

12.46.3 Granite stone lakha red/ shahi red

Side Staircase 28 0.25 -- 0.10 0.70

19 9.57 Providing stainless steel railing/ grill made of S.S. flats, hollow S.S. pipe or square/ rectangular sections of approved design fixing in stair case, balcony or other places with metal fasteners and stainless steel bolts etc complete.

9.57.2 SS Grade 304

Staircase Railings 2 4.70 -- 1.00 9.40

Railings in Corridors

Horizontals 1 1.00 -- 1.00 1.00

Verticals 1 3.30 -- 1.00 3.30

Railing in Balcony 1 6.90 -- 1.00 6.90

Total Area:- 66.35

Taking 15 Kg/Sqm- 66.35 x 15 Kg/Sqm 995.25 Kg 525.00 522506.25

20 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer.

Ventillations 9 0.90 -- 0.45 3.65

Total Area:- 102.65

Taking 30 Kg/Sqm- 102.65 x 30 Kg/Sqm 3079.35 Kg 67.50 207856.13

21 9.47 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing to be paid for separately:

9.47.2 For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately).

Ventillations 9 0.90 -- 0.45 3.65

Total Area:- 102.65

22 9.44 Providing and fixing “NETLON insect screens” with 25mm wide Hook and loop tape all around to wooden/ aluminium/ steel windows, ventilators and the like complete.

50% of Windows Area 49.50 Sqm 278.00 13761.00

23 9.51 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item):

9.51.2 With float glass panes of 5 mm thickness Taking 85% of Total Area 87.25 Sqm 708.00 61771.76

24 9.14 Providing and fixing steel door made of angle iron of suitable sizes with M.S. grill of approved pattern made of M.S. flats or square or round bars coat of red oxide zinc chromate primer.

Mumty Door 1 1.00 -- 2.40 2.40

Total Area:- 2.40

Taking 35 Kg/sqm- 2.40 x 35 Kg/sqm 84.00 Kg 79.50 6678.00

25 14.22 Providing and applying Satin/ Matt finish Enamel paint minimum 2 coats in all surface applying @0.75 lit/ 10 sqm up to required finish as per relevant IS Code 2932:2013 of (Product such as Asian satin enamel, Dulux Promise premimum Enamel, Nerolac Synthetic Enamel, Opus Prime enamel) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackle and labour etc complete for the work.

Ventillations 9 0.90 -- 0.45 3.65

Mumty Door 1 1.00 -- 2.40 2.40

26 8.149 Providing and fixing factory made PVC door shutters of specified thickness made of styles and rails of a UPVC hollow section of specified size 59x24 mm and wall thickness 2 mm ± 0.2 mm with inbuilt edging on both sides. The styles and rails mitred and joined at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws.

8.149.2 30 mm thick door shutters with styles and rails of size 60x30 mm

27 8.12 Providing and fixing flush door shutters, conforming to IS : 2202 (Part-I), decorative type core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges.

8.12.1 40 mm. thick (single leaf)

28 8.77 Providing and fixing antique/ SS finished brass butt hinges with antique/ SS polished MS screw complete:

8.77.1 125x85x5.50mm (Heavy Type)

Single Leaf 7 -- -- 3.00 21.00

29 8.79 Providing and fixing antique/ SS finished brass sliding door bolt with necessary bolts, nuts and antique/ SS polished MS screw complete:

Single Leaf 7 -- -- 2.00 14.00

30 8.81 8.81 Providing and fixing antique/ SS finished brass tower bolts (Barrel type) with antique/ SS polished MS screw complete:

Single Leaf 7 -- -- 1.00 7.00

31 9.16 Providing and fixing M.S. frames of doors, windows, ventilators and cupboards joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of grade M-10 or with wooden plugs and screws or with dash fastener or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.

9.16.2 Angle-iron frames

32 10.61 Providing and fixing at all height false ceiling consisting of frame work "W" / "U" / "L" sections made of G.I. sheet with zinc coating of grade 120 consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with dash fastener 12.5mm diax40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed with nut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick button wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of 2.64mm diax230mm long G.I. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.55mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre to centre with 25mm long drive-all screws @ 230mm interval including jointing and fixing to a flush finish of tapered and square edges of the board with recommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed including providing and fixing 12.5 mm thick tapered edge gypsum board conforming to IS: 2095- Part-I all complete as per drawing and specification and direction of the Engineer in Charge but excluding the cost of painting.

Total Ceiling Area 899.70

Taking 25% of the above Total Area 899.70 x 25.00% 224.93

Extra for Design works 224.93 x 20.00% 44.99

33 13.6 15mm thick Granite work (machine cut, table rubbed & mirror polished) for kitchen platform, vanity counters, window sills and similar locations of required size laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) including joints treated with white cement mixed with matching pigment including rubbing and polishing to edge moulding to give high gloss finish.

13.6.2 Granite stone Black

Basin Counters 2 2.00 -- 0.60 2.40

34 10.67 Providing and Fixing Acoustical Suspended Ceiling System made of tiles of size 595x595mm and specified thickness as approved bt Engineer-in-Charge, in true Horizontal Level Suspended on interlocking metal grid of hot dipped galvanised steel sections (galvanised @120 gsm 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 thick (minimum) sheet, spaced at 1200mm centre to centre and cross "T" of size 24x38mm made of 0.30 thick (minimum) sheet, 1200 mm long spaced between main "T" at 600mm centre to centre to form grid of 1200x600mm and secondary cross "T" of length 600mm and size 24x38mm made of 0.30m thick (minmimum) sheet to be interlocked at middle of the 1200x600mm panel to form grids of 600x600mm and wall anfle of size 24x24mm and laying false ceiling tiles of approved texture in the grid, cutting/making opening for services like diffusers, grills, light fitting, fixtures, smoke detectors etc wherever required. Main "T" runner to be suspended from ceiling using GI slotted cleats of size 27x37x25x1.6m fixed to ceiling with 12.5mm dia and 50mm long dash fasteners, 4mm dia GI adjustable rods with galvanised butterfly level clips of size 85x30x0.8mm spaced at 1200mm centre to centre along main "T". Bottom exposed width of 24mm of all "T" sections shall be pre-painted with polyster paint, all complete for all heights as per specification drawings or as directed by Engineer-in-Charge. The tiles should have Humidity resistance (RH) of 99%, Light Reflectance >83%, Thermal Conductivity K=0.052-0.57 w/mk, coloir white, fire performance UK Class 0/ Class 1 (BS 476 pt- 6 and 7) in module size of 600x600x16mm with Bio Block coating on the face of the tile, suitable for green building application, with recycled content of 38-41%. Ceiling height up 3.50 mt from adjacent floor level. Extra height to be paid separately

10.67.2 With 20 mm thick bevelled/ tegular edged mineral fibre flase ceiling tile (NRC 0.7)

Total Ceiling Area 899.70

Taking 75% of the above Total Area 899.70 x 75.00% 674.78

35 9.63 Providing and Fixing clear float toughened glass door partition in required thickness frameless in appropriated size slot or hole for patch fitting/hardware etc. . The glass to be assembled together with path fitting and hardware in proper alignment with all labour tools and tackles etc complete. (Patch fittings and hardware to be paid separately).

1 12mm Thick for door/partition

In Stacking and Reading Zone Halls 3 5.25 -- 3.70 58.28

Partitions with 2 double leaf doors of 1.60m size 2 5.60 -- 3.70 41.44

36 9.64 Providing and fixing of stainless steel grade 316 patch fitting and hardware of approved (Hardwyn, Ozone, Godrej) make in frame less toughened glass door or partition in proper alignment with all tools tackles and labour etc. complete.

1 Top patch with pivot SS Grade 304 4 5.00 -- -- 20.00 Nos 2297.00 45940.00

2 Top/Side patch glass or L connector patch SS grade 304

3 Bottom patch to be connected with floor machine

4 Bottom lock patch with three key SS grade 304 2 5.00 -- -- 10.00 Nos 3245.00 32450.00

5 Corner patch fitting with pivot SS Grade 304 4 5.00 -- -- 20.00 Nos 3058.00 61160.00

6 Two way action Hydraulic floor spring machine heavy duty double cylinder type capacity 120/150 kg mounted on floor including required cutting on floor and proper grouting with rich cement mortar

7 H type handle 32x600mm SS 304 grade 2 2.00 -- -- 4.00 Nos 2871.00 11484.00

8 Floor/Wall to Glass connector SS Grade 304 4 5.00 -- -- 20.00 Nos 1084.00 21680.00

37 4.5 Providing and laying water proofing treatment in sunken portion of WCs, bathroom, kitchen etc., by applying cement slurry mixed with water proofing cement compound consisting of following applications including surface preparation:

i) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours.

ii) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound@ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

Male Toilet 1 3.80 3.50 -- 13.30

Female Toilet 1 3.80 3.70 -- 14.06

38 9.3 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer.

9.3.2 Electric resistance or induction butt welded tubes Grade-300

Total:- 10.00 Metre

Total:- 81.56 Metre

Intermediate Chords

OD- 48.30mm, T- 3.60mm

Total:- 64.00 Metre

Total:- 218.40 Metre

Total 1 to 4:- 604.21

Taking 5% for Gusset Plates and Bolts etc 30.21

39 10.12 Supply and fixing of polymer precoated galvalume profile sheets (PPGL) of approved size, shape and pitch of corrugation, total coated thickness (TCT) 0.60 mm +/- 5%, epoxy primer on both side of the sheet and colour polyester top coat 18-20 microns and 6-7 microns on bottom. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

For Canopy over the Open Reading Zone Area 1 18.20 10.34 -- 188.19

Taking 15% for Overlaps 28.23

Add 15% for Water Supply and Electrification 1725520.20

Grand Total:- 13228988.16

[As per CG PWD Building SOR 2015]

Sl No. Particular's of Item Nos. Length Breadth/ Width Height/ Depth Quantity Unit Rate Amount

1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

2 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). 1 9.50 5.20 0.15 7.41 Cum 2970.00 22007.70

3 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Baffle Wall 1 4.30 0.20 1.50 1.29

Deduct for manhole cover 1 0.455 0.61 0.20 -0.06

4 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

Sides of Base slab 2 9.20 -- 0.20 3.68

Sides of Base slab 2 4.90 -- 0.20 1.96

Side Wall (Inner Side) 2 8.60 -- 2.00 34.40

Side Wall (Outer Side) 2 9.00 -- 2.00 36.00

Baffle Wall Sides 2 4.30 -- 1.50 12.90

Deduct for manhole cover 1 0.455 0.61 -- -0.28

5 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:

3.12.2 Thermo-Mechanically treated bars FE 500D

Steel required @80kg/Cum of R.C.C. 29.91 x 80.00 Kg/Cum 2392.52 Kg. 54.50 130392.30

8 20.14 Supplying and fixing C.I. cover without frame for manholes :

20.14.1 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg. 1 --- --- --- 1 Each 1222.00 1222.00

9 20.11 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:

10 12.3 Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement.

11 11.5 Neat Cement punning.

Side Walls 2 8.60 -- 2.00 34.4

Side Walls 2 4.30 -- 2.00 17.2

Baffle Wall 2 4.30 1.50 12.9

Total: 335185.11

Say Rs 335200.00

LIFTS AND ACCESSORIES

[As per CG PWD Electrical SOR 2020]

Sl No. Particular's of Item Quantity Unit Rate Amount

1 22.9 Suppy, installation, testing & commissitioning and putting into operation and final testing of automatic lift complete with ARD and all standard equipments, accessories and control equipments as per manufacturer's design and as per CPWD specification (Part III LIFTS) 1981and fulfilling following requirments on turn key basis. A. Type : Passenger lift B. Load : 16 passenger/ 1088 Kg C. Speed : 1.0 metre per second D. Contol : AC2 E. Operation : Microprosser based simplex collective selective with/without lift attendent F. Total rise : About 9 mtrs G. Landings : 4 All on same side H. Floors served : G,1,2,3 I. Signals : Digital car position indicator, car travel direction indicator in car & at all landings J. Lift shaft size : About 2500 mm width X 2100 mm depth, finished with plaster (size as per actual site conditions) K. Lift car size : About 2000 mm width X 1300 mm depth L. Car entrance : Minimum Clear opening 1000 mm wide X 2000 mm high protected with car door M. Landing entrance: Clear opening 1000 mm wide X 2000 mm high protected with landing door N. Car door : Stainless steel /Glass Door two pannel telescopic/centre opening flush type O. Landing door : Stainless steel /Glass Door two pannel telescopic/centre opening flush type P. Door operation: Automatic electric power operated door with infra red protection Q. Car interior : Stainless steel pannel with hair line/ mirror/moon rock finish on all sides R. Car floor : Hard wood covered with PVC/ marblex tiles S. Car ceiling & lighting : Fluorscent lighting concealed by suspended false ceiling with plain acrylic diffuser. The frame of suspended false ceiling shall be of powder coated aluminium T. Car ventilation : Pressure fan with anodised aluminium grill U. Emergency lighting in car: Battery operated Emergency lighting in the lift car V. Intercom system : Battery operated Intercom system in lift car, machine room and control room W. Emergency alarm : Battery operated alarm bell system in lift car & contol room X. Position of machine room: Directly above the lift shaft Y. Electric power supply : AC 415 Volts 3 phase 50 Hz terminated in machine room Z. Fire man switch : Fire man switch at main landing terminal 1.00 Job 2115842.00 2115842.00

RAIN WATER HARVESTING

As per CG PWD Building SOR 2015

Sl No Particular's of Item Nos. Length Breadth/Width Height/Depth Quantity Unit Rate Amount

1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

In all types of soils.

Building SOR Page no 09, Item 1.1.1

For Recharge Pit 3.14 1.95 1.95 3.00 35.82

(Area= 3.14*Radius*Radius) 35.82 Cum. 185.00 6626.62

Extra for every additional lift of 1.5 m or part thereof.

Building SOR Page no 10, Item 1.6

For Recharge Pit 3.14 1.95 1.95 1.50 17.91

(Area= 3.14*Radius*Radius) 17.91 Cum. 26.50 474.61

2 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

Building SOR Page no 23, Item 3.1.2

For Recharge Pit 1 12.25 0.60 0.10 0.73

(Perimeter= 2*3.14*Radius)

3 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Building SOR Page no 23, Item 3.2.1

For Recharge Pit 1 12.25 0.45 0.25 1.38

(Perimeter= 2*3.14*Radius)=12.25m

(3.14*Radius*Radius)= Area of cover slab 2.90 Cum. 4163.00 12088.17

3.9 Extra for precast PCC/ RCC work of any mix including form work, hoisting and fixing in Cement Mortar. 1:2 (1 Cement : 2 coarse sand) and finishing with cement plaster in Cement Mortar 1:3 (1 Cement : 3 coarse sand) but excluding reinforcement.

4 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:

3.12.2 Thermo-Mechanically treated bars FE 500D

Building SOR Page no 24, Item 3.12.2 Taking 75 kg/cum of concrete 217.78 Kg. 54.50 11868.94

5 2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

Building SOR Page no 16, Item 2.1.1

6 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:

Cement Mortar 1:6 (1 cement : 6 coarse sand)

Building SOR Page no 45, Item 7.5.4

For Recharge Pit 1 12.25 0.30 2.75 10.10

(Perimeter= 2*3.14*Radius)=12.25m

For Inlet Pipe 1 0.20 0.30 0.20 -0.01

7 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:

In Cement Mortar 1:4 (1 cement : 4 fine sand)

Building SOR Page no 103, Item 11.3.2

For Recharge Pit 1 12.25 -- 0.10 1.22

(Perimeter= 2*3.14*Radius)=12.25m

8 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.

110 mm dia pipe.

Building SOR Page no 170, Item 18.76.2

From Building to Pit 1 110.00 -- -- 110.00

Pit Outlet 1 6.70 -- -- 6.70

9 21.14 Supplying, filling, spreading & leveling stone boulders/ Gravels/ Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately).

Building SOR Page no 201, Item 21.14

21.14.1 Stone boulders of size range 5 cm to 20 cm, in recharge pit

21.14.2 Gravels of size range 5 mm to 10 mm, over the existing layer of boulders

21.14.3 Coarse sand of size range 1.5 mm to 2 mm over existing layer of gravel

[ As per CG PWD Building SOR 2015]

Sl No. SOR Ref. Particular's of Item Nos. Length Breadth/ Width Height/ Depth Quantity Unit Rate Amount

1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In All types of Soil 1 180.50 0.40 0.40 28.88

Parking Area infront of Library 1 243.05 0.40 0.40 38.89

2 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

Parking Area infront of Library 1 243.05 0.40 0.10 9.72

3.1.5 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Parking Area infront of Library 1 243.05 0.20 0.60 29.17

3 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.2 Wall of any thickness including attached pilasters, buttresses etc. in super structure.

Parking Area infront of Library 2 243.05 -- 0.60 291.66

4 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

Same as Item no 01 67.77 Cum 65.00 4404.92

5 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

Parking Area 1 1002.65 Sqm 0.20 200.53

Parking Area infront of Library 1 2661.00 Sqm 0.20 532.20

6 12.65 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm

12.65.2 Pigment Coloured (rubber mould) precast interlock concrete blocks

Parking Area 1 1002.65 Sqm -- 1002.65

Parking Area infront of Library 1 2661.00 Sqm -- 2661.00

[ As per CG PWD Building SOR 2015]

Sl No. SOR Ref. Particular's of Item Nos. Length Breadth/ Width Height/ Depth Quantity Unit Rate Amount

1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In All types of Soil 1 243.02 0.40 0.40 38.88

2 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

3.1.5 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

3 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.2 Wall of any thickness including attached pilasters, buttresses etc. in super structure.

4 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

Same as Item no 01 38.88 Cum 65.00 2527.41

5 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

Parking Area 1 645.18 Sqm 0.20 129.04

6 12.65 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm

12.65.2 Pigment Coloured (rubber mould) precast interlock concrete blocks

Parking Area 1 645.18 Sqm -- 645.18

[As per CG PWD Electrical SOR 2020]

HIGH MAST LIGHTS

Sl No. SOR Ref. Particular's of Item Unit Quantity Rate Amount

1 19.18 Supplying erection testing and commissioning of hot dipped galvanised (single dip, minimum 86 micron) 12 metre High mast pole on existing RCC foundation with all accessories and equipments, main detailed as below to withstand max wind pressure as per IS 875 Part-3: a) HM shaft made of approx weight 340 kg, sheet thickness 3 & 4 mm, nominal dia 360mm on bottom and 150 mm on top, base plate 25mm thick 520mm dia, approved no of sections (not more than 2) having suitable sectional lengths with slip joints between sections without any circumpherencial welding. b) Double drum winch with Integral single phase power tool (electrical) for lowering & raising of lantern carriage on high mast with separate handle for manual operation of winch with a torque limiting device for safe locking of carriage. c) Raising/lowering type lantern carriage designed to carry specified nos of luminaries, control gear box, junction box. d) Top pulley assemble with weather proof cover. e) Necessary suitable length and size stainless steel wire ropes (minimum 6mm dia and 7/19 construction) for lowering & rising of lantern carriage. f) Suitable size and length multicore flexible copper power trailing cable (minimum 6 sqmm) g) Hinged service door in base section h) Base plate earthing terminal. i) Suitable arrangement for supply distribution with termination of suitable size underground cable in high mast. j) Lightning conductor finial made of 25mm dia 300 mm long G.I.tube having single prong. k) Anchor plate, tem-plates, GI foundation bolts min 6 Nos of 24mm dia 750 mm long (EN 8 Grade) along with nuts washers etc. (RCC fooundation and luminaries will be paid separately) Each 1 191887.00 191887.00

2 6.29 Supplying of following 230/250 volts LED Flood light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket, including connection, earthing, Seperate housing for driver etc complete as per specification and P.A. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt.

3 9.16 Supplying and fixing TP&N MCB, 440 volts, 'C' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification.

4 9.10 Supplying and fixing SP MCB, 240 volts, 'B' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification.

5 12.3 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe, with charcoal and salt as per specification and IS Code 3043: 1987(R 2016) Set 1 6209.00 6209.00

6 12.4 Supplying and laying 8 SWG copper wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. as per specification. Metre 3 77.00 231.00

7 15.5 Supplying and laying following sizes one number FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade on surface/ existing cable tray with 1 mm thick GI saddle as per specification, IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1).

8 7.19 Fabrication, supply, installation, testing and commissioning of cubicle type compartmentalized wall/ floor mounted power cum control panel board of specified size and following depth made out of not less than 2 mm thick CRCA MS powder coated sheet with suitable size compartments for bus bars, switchgears and necessary cutouts for voltmeters, ammeters etc as per specifications including powder coating painting but without busbars, switchgears and other accessories etc complete as per specification.

7.19.2 Above 300 mm and upto 450 mm deep sqm 1 7525.00 7525.00

9 19.23 Designing and providing suitable and approved size RCC foundation for 12-30 mere high mast including seel reinforcement form work, embeding 2 nos 50mm dia PVC pipe for cable entry in each foundation, excavation disposal of surplus soil and curing etc. as required including laying and fixing HM foundation bolts with tam plates but excluding the cost of foundation bolts with tam plates etc complete as per specification cum 2 5219.00 10438.00

10 10.22 Providing and fixing following Time switch (timer) in existing panel including connection, testing and commissioning as per specification.

10.22.1 Digital Type Each 1 1901.00 1901.00

11 14.2 Supplying and laying HDPE pipe of 4kg/Sqcm in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification.

14.2.1 63 mm outer dia Metre 100 124.00 12400.00

12 32.3 Providing following size ISI marked FR PVC insulated , PVC sheathed, 3 core submersible copper conductor wire and IS: 694 (2010)

13 10.13 Providing and fixing 3 pole, 415/500 volts following rating (AC-1 Duty) power contactor in existing starter/ cubical panel including, connections, testing and commissioning etc. as per specification.

Total 349041.00

[ As per PHED SOR 2020]

Sl No. SOR Ref. Particular's of Items Quantity Unit Rate Amount

1 28.1 Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot with three soundings for drilling of tube well within the selected Habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs.

Per successful point

2 29.3 Drilling of perfectly vertical bore hole of a diameter suitable to receive 150 mm nominal suitable casing pipe upto desired depth below ground level inclusive of the labour charges for transporting, lowering and fixing of 150 mm nominal diameter M.S./ G.I./ U.P.V.C. casing g pipe inside the bore hole including all works pertaining to drilling such as transporation, installation and removal of drilling machine etc. complete.

29.3 (a) In all types of collapsible strata consisting of soils, clays, sand moorum, gravel, boulders etc.

3 29.4 Drilling of perfectly vertical bore hole of 150 mm diameter up to desired depth below ground level in all types of rock including all works pertaining to drilling such as transportation, installation and removal of drilling machine etc. complete .

4 7.1 Providing, laying and jointing following P.V.C. pipes with solvent cement joint for 6, 8 and 10 kg/ sq. cm. pressures including testing of joints, cost of jointing materials etc. complete in all respect

Casing Pipe- 140 mm dia (10Kg/Cm2) 15.00 Meter 787.00 11805.00

5 9.9 Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality assurance certificate from quality agencies like WRC/CIPET (India)/ DVGM /KIWA /SPGN etc. for usage in Drinking Water System The cost shall include testing of all materials, Inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete.

32 mm dia (10Kg/sq.cm) 85.00 Meter 105.00 8925.00

6 32.1 Conducting the yield test of tubewell by operating the pumping set continuously for a desired time period and measuring the discharge and drawdown of tubewell at a suitable time interval as per the direction of Engineer in Charge including cost of energy, cost of installation of suitable measuring device and hire charges of pumping set etc.complete.

(a) Submersible pumping set up to 1 to 3 H.P. 4 Per Hour 809.00 3236.00

6 34.20.105 Supplying & Installation of Energy efficiant five star BEE rating ISI Marked required capacity single phase, 50 Hz, 220V, deep well submersible pump Stainless Steel body, suitable for 4"/6" tube well with Contral Panel Starter suitable for Submersible pump with dry run protection, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe, SS/Nylon wire rope and connection cable.

(ii) 1 H.P. with upto 5 stages, Head Mt. 35-15 Discharge LPM 40-125 1.00 Each 22081.00 22081.00

7 34.20.107 Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make.

(ii) 4.0 Sq.mm.multi strand 85.00 per mtr 170.00 14450.00

8 34.20.109 Supplying and laying of approved make stainless steel wire rope 6 mm thick complete with binding for support of pump and motor

9 29.9 Providing and fixing of well cap on top of the tube well for protection

Grand Total:- 154256.68

[As per CG PWD Road SOR 2025]

Sl No. Particular's of Item Nos. Length Breadth/ Width Height/ Depth Quantity Unit Rate Amount

1 3.2 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300

2 4.1 Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

(b) For Lower Sub-base with

(i) Grading-V Material

3 4.6 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.

4 6.3 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and speicifications. (For Village Roads)

(ii) P.C.C. M-15

5 6.4 Providing and laying Un-reinforced Cement Concrete without Dowel Bars including formwork and expansion, contraction & longitudinal joints as per design and as per IRC-62, over a prepared base as per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200mm in Low Volume Roads. With Cement concrete grade M-30 and minimum cement content @375 Kg/cum.

Final Total:- 1692890.10

[As per CG PWD Building SOR 2015]

Sl No. Particular's of Item Nos. Length Breadth/ Width Depth/ Height Quantity Unit Rate Amount

Length of Boundary Wall:- 91.80

Nos of Footings:- 29.00

1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In all types of soils.

2 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

3 Providing and laying nominal mix reinforced cemet concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.. .Page No.23,Item No.3.2.1 (ii)1:1½:3 (1 cement : 1½ coarse sand :3 graded stone aggregate 20mm nominal size).b) M-20

Column + extra columns of joints @15M 35 0.20 0.20 3.15 4.41

deduct for columns 35 0.20 0.20 0.30 -0.42

Extra for laying PCC/ RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: Page No.23,Item No.3.4

4 Providing and placing in position reinforcement for R.C.C work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation & plinth all complete:thermo Mechanically treated steel bars FE 415 Page No.24, Item No.3.12.1

Qty of Footing 8.06 60 Kg/Cum 483.72 kg 54.50 26362.74

Qty of Beam Col.. 9.50 100 Kg/Cum 949.80 kg 54.50 51764.10

5 Providing and fixing formwork ncluding,shuttering,strutting,staging, propping bracng etc. complete and including its removal at levels, for: Page No.16,Item No.2.1 (i) Foundation, footings, bass of columns and plinth beam in any. Shape and size

(vi) Columns,pillars Piers and likes-rectagular or square shape

(ix) Beams,lintels,cantillevers & walls

6 Brick work with modular fly-ash lime bricks ( Falg Bricks ) confirming to IS : 1289-2002 to class designation 40 in foundation and plinth in ::Page No.45,Item No.7.5 Cement Mortar 1:6(1 Cement :6 Coarse Sand) Page No.45,Item No.7.5.4 Extra for brick work in superstructure: PageNo.45, ItemNo.7.6 Above plinth level for every floor or part there of in addition to rate for foundation and plinth Super structure

Above Plinth Beam Wall 1 91.80 0.20 2.10 38.56

7 Providing & making 12 mm thick cement plaster of mix: Page No.103, Item No.11.2.4(iv) In Cement mortar 1:6 (1 Cement :6 fine sand)

8 14.68 Providing and applying on exterior surface with PREMIUM Exterior emulsion paint of required shade to give protective and water proof finish minimum 3 coats applied @ 1.40 lit/sqm up to final finish as per relevant IS Code 15489:2013 Type-2 Class D, C (Glossy/ Semo Glossy finish) (Product such as Asian apex, Dulux Weather shield prima E900, Berger Weathercoat Antidust , Nerolac Everlas Excel, Nippon Sumo Etra, Opus True flex) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc, complete for the work. (With 3 year Warranty)

On Existing Boundary Wall 1 147.8 -- 2.10 310.38

Same as 12mm Thick Plaster 440.64

9 9.14 Providing and fixing steel door made of angle iron of suitable sizes with M.S. grill of approved pattern made of M.S. flats or square or round bars coat of red oxide zinc chromate primer.

Entrance Gates 2 3.50 -- 2.60 18.20

10 14.71 Providing and applying Satin/ Matt finish Enamel paint minimum 2 coats in all surface applying @0.75 lit/ 10 sqm up to required finish as per relevant IS Code 2932:2013 of (Product such as Asian satin enamel, Dulux Promise premimum Enamel, Nerolac Synthetic Enamel, Opus Prime enamel) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackle and labour etc complete for the work.

Entrance Gates Both Faces x2 4 3.50 -- 2.60 36.40

11 12.14 Cement art mural work 29.00 3.00 2.00 -- 174.00

Add 18% for GST:- 104139.00

DRAINS (500x700)

[As per CG PWD Building SOR 2015]

Sl No. Particular's of Item Nos. Length Breadth/ Width Height/ Depth Quantity Unit Rate Amount

Total Length- 332.05

1 Excavation for all types and sizes of foundation, trenches and drains or for any other purpos including disposal of excavated stuff upto 1.5 m lift and upto 50 m (at least 5m away from the excavated area), including dressing and leveling of pits.Page No.9, Item No.1.1 (i)In all types of soil

2 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation,plinth and at ground level excluding cost of form work.Page No.23,Item No.3.1.1 (ii)1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 40mm nominal size).

4 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all work upto floor five level excluding cost of reinforcement and form work.Page No.23,Item No.3.2.1 (ii)1:1½:3 (1 cement : 1½ coarse sand :3 graded stone aggregate 20mm nominal size).b) M-20

Precast Cover Drain 664 0.75 0.50 0.10 24.90

Extra for precast PCC/RCC work of any mix including form work, hoisting and fixing in Cement Mortar 1:2 (1 Cement : 2 coarse sand) and finishing with cement plaster in Cement Mortar 1:3 (1 Cement :3 coarse sand) but excluding reinforcement. Page No.24,Item No.3.9

Precast Cover Drain 664 0.75 0.50 0.10 24.90

5 Providing and placing in position reinforcement for R.C.C work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation & plinth all complete:thermo Mechanically treated steel bars FE 415 Page No.24, Item No.3.12.1

6 Providing and fixing formwork ncluding, shuttering, strutting, staging, propping bracng etc. complete and including its removal at levels, for: Page No.16,Item No.2.1 (i)Foundation, footings, bass of columns and plinth beam in any. Shape and size

7 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

8 18.76 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.

18.76.2 110 mm dia pipe.

PVC Pipes at every 3m Interval 111 0.20 -- -- 22.20

[As per CG PWD Building & Road SOR 2025]

Sl No. Particular's of Item Nos. Length Width/ Breadth Depth/ Height Quantity Unit Rate Amount

1 12.6 Providing and planting of 3'0" to 4'0" heighted wasingtonia, filipheria/bismarkia novelist palm plants with 1'6" x 1"6" depth pit formation and soil preparation, (Mixing organic manure and plant's protection insecticide). Up to 4 month maintenance

Add 18% for GST:- 9430.56

Say Rs. 61800.00

[As per CG PWD Electrical SOR 2020]

STREET LIGHT POLES

Sl No. SOR NO. Particular's of Items Nos. Length Quantity Unit Rate Amount

1 19.7 Supply of hot dipped galvanized (in single dip to minimum 75 micron) octogonal pole made of 3mm thick steel grade E-350 sheet having window and flush cover with locking arrangement at suitable height from base for cable termination block, pole suitably reinforced with welded steel section at window cut section to make the strength of pole unaffected, with following minimum specifications with 4 way terminal connector including 3mm thick anchor plate, 4 nos 20mm dia foundation bolts of EN8 grade, and as per IS 2062 & BS EN: 10025. (designed for wind speed upto 180km/hr, IS: 875 Part 3)

19.7.2 7 metre high, dia 130mm at bottom and 90mm at top, base plate size 220x220x12mm, foundation bolts 700mm long

2 19.11 Erection of GI octogonal/ tubular/conical pole on existing cement concrete foundation having grouted bolts and nuts, aligning in true vertical position as per specification.

3 19.12 Designing and providing suitable RCC foundation in Cement Concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) for 3 mere to 12 metre high GI octagonal pole including steel reinforcement form work, embeding 2 nos 50mm dia PVC pipe for cable entry in each foundation, excavation disposal of surplus soil and curing etc. as per specification.

4 19.9 Supply and fixing following street light pole bracket on existing pole made out of 50 mm dia MS "B" class pipe welded to 300 mm long MS pole canopy of suitable dia at a angle of 102.50 including having MS triangular stiffner of size 150 X 50 X 5 mm thick, making arrangement for tightening the bracket with pole by providing suitable size heavy duty nuts and bolts in canopy, painting with one coat of approved steel primer etc. as per specification.

19.9.2 Single Over Hang 1.00 metre Long 6 -- 6 Each 1057.00 6342.00

5 14.1 Supplying and laying ISI marked double wall HDPE pipe (IS 14930 Part II) having corrugation on the outer wall and plan surface on inner wall in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification.

14.1.1 63 mm outer dia and 50 mm Inner dia 5 15 75 Metre 184.00 13800.00

6 12.1 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as per specification and IS Code 3043: 1987(R 2016)

7 12.17 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as per specification.

8 15.3 Supplying and laying following sizes one number FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade in existing RCC/ HUME/ STONEWARE/ METAL/ HDPE pipe as per specification, IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1).

9 15.23 Supplying and making end termination with brass compression gland and aluminum lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as per specification.

10 9.10 Supplying and fixing SP MCB, 240 volts, 'B' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification.

10 3.11 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, multi strand wire in the existing surface/ concealed, FRLS PVC conduit / PVC casing caping as per specification and IS: 694 (2010)

11 6.28 Supplying, installation, testing and commissioning of following 230/250 volts LED street light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket, including connection, earthing, Separate housing for driver etc complete as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt.

For 1 Light Pole 27778.33

Along the Boundary Wall (Right Side Only), Length of 173.35m, Nos of Poles @15m c/c distance- 12

Total- 333340.00

Say Rs 333300.00

[As per CG PWD Building SOR 2015 & Electrical SOR 2020]

TRANSFORMER (Including Foundation)

Sl No. SOR Ref. Particular's of Item Nos. Length Width/ Breadth Depth/ Height Quantity Unit Rate Amount

1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In all types of soils.

For Foundation of Transformer & DG Set 2 2.50 2.50 0.60 7.50

2 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

For Foundation of Transformer & DG Set 2 2.50 2.50 0.10 1.25

3 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Wall's Foundation 4 2.50 0.40 0.30 1.20

4 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:

Thermo-Mechanically treated bars FE 500D Taking 100 Kg/cum of Concrete 458.20 Kg 54.50 24971.90

5 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.2 Wall of any thickness including attached pilasters, buttresses etc. in super structure.

Wall's Foundation 8 2.50 -- 0.30 6.00

6 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

Volume of Excavation 7.50

Volume of RCC Below Ground 4 2.50 0.40 0.30 -1.20

Extra Filling required till 0.30m above Ground 2 1.50 1.50 0.30 1.35 Cum 65.00 87.75

7 21.1 Supplying and installation of outdoor type Transformer ONAN type with copper winding having following continuous KVA rating, 11 /0.415 KV, 3 Phase 50 Hz Vector group DYn-11, (Online tap changer) tapings in steps of ± 2.5%, ± 5%, --7.5% with oil conservator, silica gel breather having connecting terminals on HV side suitable for bare conductor/HT cable connection, cable end box on medium voltage side suitable for 1.1 KV single / 3½ core cable(upto 300 sq mm)/bus ducting arrangment and confirming to IS:1180 Part-2 Level 3, on existing double pole structure or Brick /CC/RCC platform with all fittings, accessories, filled with filtered transformer oil including testing and commissioning etc. complete as per specification

8 16.1 Supplying and laying one number following sizes XLPE, steel armoured, aluminium conductor power cable of 11 KV grade direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as per specification and IS: 7098 (2011, Part 2).

9 21.8 Supplying and erecting chain link mesh fencing for electric sub-station switch yard of 2.5 m approx. height from ground level using angle iron size 50 X 50 X 6 mm erected in C.C. foundation 15 X 15 X 40 cm deep at every 2 metre fitted with flat iron support of size 25 X 6 mm on top, bottom and mid way and chain link mesh 50 x 50 mm aparture and 4 mm dia G.I. hard wire securing and screwing with 2mm dia G.I. wire, G.I. staples, G.I.U-nails or steel pins to the angle iron at every distance of 30 cms, by iron studs complete duly painted with one coats of red oxide and two coats of approved colour paint.

(Area of fencing i.e. height x length is to be measured) 2 30.00 1.80 -- 108.00 Sqm 511.00 55188.00

10 21.9 Supplying and erecting MS gate of approx. size 3.0 m (W) x 2.0 m (H) in two laps for electric sub-station switch yard fencing frame made of angle iron size 50 X 50 X 6 mm on top bottom and sides fitted with flat iron support of size 25 X 6 mm on mid way horizontaly and square bar of size 8 mm at every 100mm vertically including 3 sets of heavy duty MS hinges and aldrop complete duly painted with one coats of red oxide and two coats of approved colour paint.

11 21.3 Supplying, installation, testing and commissioning of following capacity diesel Generating Set (alternator directly coupled to diesel engine) compete in all respect broadly comprising of following and as per CPCB 2 norms (upto date ammended), including following specification. A. Alternator : Self excited, brush less type, of following capacity, 3 phase, 415 volts 50 Hz, 4 pole, AC alternator complete with all accessories.B. Engine : water cooled diesel engine of suitable BHP for rated alternator at 1500 rpm, turbo charged, direct injection type, 4 stroke, 4/6 cylinder including specified size fuel tank of approved design and shape duly calibrated and painted with one coat of primer and two coats of synthetic enameled paint of approved colour, residential type silencer with exhaust MS pipe (upto 2 metre beyond silenser) duly wrapped with asbestos rope of legging of specified quality and specification.C. AMF Panel : Cubical, compartmentalized, AMF panel board with all suitable size power and control contactors, switches, meters and other accessories, internal wiring, connection, inter-connection etc. for trouble free smooth functioning of DG Set complete with battery charger and leads as per specification.D. Base Plate : Common base plate of required size for mounting of engine alternator set fabricated from MS channel and vibration damping arrangement with cushy foot mounting i/c painting etc. as per specification.

[As per CG PWD Electrical SOR 2020]

Sl No. SOR Ref. Particular's of Item Nos. Length Width/ Breadth Depth/ Height Quantity Unit Rate Amount

1 26.1 Supplying , installation , testing and commissioning of Fire alarm Control panel (UL Listed) suitable for 50 addressable points (Detector & Devices). Comprising of the following system components: Operating units, Periphery boards, Power supplies,System enclosures, with battery backup 24 hours and 30 minutes

2 26.8 Suppying , installation , testing and commissioning of Panel to Panel network card

3 26.9 Suppying , installation , testing and commissioning of Intelligent Addressable Multi-sensor Smoke detector: Multi-criteria addressable fire detector that incorporates photoelectric and thermal sensors,Polarity insensitive utilizing SureWireTM technology,Tri-color detector status LED with 360° viewing,Field-selectable application profiles,Superior EMI immunity, Remote sensitivity-measurement capability,Automatic environment compensation,UL Listed and ULC Listed; FM Approved.

4 26.10 Supplying , installation , testing and commissioning of Intelligent Addressable Heat detector: Provides seven (7) field-selectable settings in the 135° í 174°F (57.2° í 78.9°C) temperature range ,Tri-color detector-status light-emitting diode (LED) with 360° viewing,Polarity insensitive utilizing SureWireTM technology,Superior EMI / RFI Immunity,UL521 Listed and ULC Listed; FM Approved.

5 26.11 Suppying , installation , testing and commissioning of Intelligent Addressable Type Manual Call Point: Intelligent Manual Fire Alarm Box is constructed of durable, molded and polycarbonate material that is matte finished in red with raised white lettering Single-action,Pull-down lever is down, until manually reset,Polarity insensitive via SureWireTM technology

6 23.33 Providing and fixing standard fireman's axe (tested for 20000 Volts) with heavy insulated rubber handle. (ISI marked)

CG PWD Building SOR 2015

7 26.12 Suppying , installation , testing and commissioning of Short circuit Isolator Base: Local light-emitting diode (LED) indicator UL 864 9th Edition Listed and ULC Listed; FM Approved

8 26.13 Suppying , installation , testing and commissioning of Conventional Type Hooter with Strobe: Hooter with Strobe. Wall Mount models feature field selectable candela settings of 15/30/75/110cd and 135/185cd. Ceiling Mount models feature field selectable candela settings of 15/30/75/95cd and 115/177cd. UL Listed, ULC, FM approved. NFPA Compliant. Red.

9 26.14 Suppying , installation , testing and commissioning of Response Indicator for above false ceiling detector

10 26.16 Suppying , installation , testing and commissioning of 2 core x 1.5 sq.mm Armoured FRLS fire cable 1 700.00 -- -- 700.00

11 26.17 Supply and erecting of following ISI marked Fire extenguishers on wall/ column including erecting bracket etc complete.

26.17.3 ABC Fire Extinguisher 4KG Nitrogen Store Pressure As per IS: 15683:2018 Body Sheet Not Less Then 2mm Thickness, CE Mark NRV Valve With ABC Powder 90% UL 299 FIRE RATING: 2A, 89B. With all accessories.

26.17.6 CO2 type Fire Extinguisher ISI marked confirming to IS:15683:2018 Capacity 3Kg. INITIAL CHARGE:- Carbon dioxide used in extinguishers shall comply with IS 15222. FIRE RATING:- 34B. Complete with Hose Assembly and horn, locking arrangement, operation manual, bracket with two screw and sleeve