142 Date 27.01.2026

DETAILED ESTIMATE OF PROPOSED U.P.H.C. BUILDING

S. NO. SOR NO. PARTICULARS OF ITEM Nos. L B D/H QTY. 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). 1 35.00 25.00 875.00 Sqm. 7.20 6300.00

2 1.1 Excavations for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5m 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 Clumns

plinth protection 1 90.00 0.20 0.20 3.60

3 1.6.1 Extra for every additional lift of 1.5m or part thereof.

All types of soil

3 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.

harvesting 1 1.20 1.20 1.20 1.73

Nurses Room 1 3.10 3.50 0.80 8.68

Registration 2 3.50 4.50 0.80 25.20

Immu.+Doctor Room+Office 4 3.00 3.50 0.80 33.60

General Store + Cold Chain 2 2.10 3.50 0.80 11.76

Sterilisation 1 3.90 2.10 0.80 6.55

Toilet+Baby wash + Dirty 1 8.10 1.50 0.80 9.72

Staff Toilet 1 5.00 1.80 0.80 7.20

Moorum for Plinth Protection 1 90.00 0.80 0.70 63.00

Floor Filling Total 404.06

4 3.1.2 Providing and laying nominal mix cement concrete with crushed stoned aggregate using concrete mixer in foundation plinth and at ground level excluding cost of form work.

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

Column bedding 58 1.55 1.55 0.15 20.90

Nurses Room 1 3.10 3.50 0.10 1.09

Registration 2 3.50 4.50 0.10 3.15

Immu.+Doctor Room+Office 4 3.00 3.50 0.10 4.20

General Store + Cold Chain 2 2.10 3.50 0.10 1.47

Ladies ward 1 5.50 3.50 0.10 1.93

Sterilisation 1 3.90 2.10 0.10 0.82

Labour Room 1 5.50 4.20 0.10 2.31

Toilet+Baby wash + Dirty 1 8.10 1.50 0.10 1.22

Staff Toilet 1 5.00 1.80 0.10 0.90

plinth protection 1 88.00 0.80 0.10 7.04

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

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

Trapezoidal footing 58 1.25 1.25 0.15 13.59

Lintal Beams 1 96.30 0.20 0.15 2.89

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:

7 3.12.1 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. 153.27 @ 100.00 15327.29 Kg 54.50 835337.31 1048622.2375

8 4.13 Grading roof for water proofing treatment with 1 31.00 10.50 0.04 13.02

4.13.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 1 10.00 1.00 0.04 0.40

9 3.1. Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of form work. 25 1.40 0.20 0.05 0.35

3.1.4 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 18 1.00 0.20 0.05 0.18

2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels for:

10 2.1.1 Foundations, footings, base of columns and plinth beam in any shape and size. 58 4 1.50 0.15 --- 52.20

upto plinth level 44 2 0.20 2.20 --- 38.72

11 2.1.5 Columns, pillars, piers and lifes - rectangular or square in shape 2 44 0.20 4.50 --- 79.20

12 2.1.7 Suspended floors, roofs, access platform, balconies (Plain surfaces) and shelves (cast in situ)

13 2.1.8 Beams, lintels, cantilevers & walls

14 2.1.13 Weather shade, chhajja, cornices and mouldings

15 2.1.3 Window sills, anchor blocks, string course, bends, copings, bed plates and like 2 25 1.40 0.05 --- 3.50

16 7.5.4 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)

horizontal axis 2 4.20 0.20 4.00 6.72 3.85

Plinth protection 1 90.00 0.20 0.80 14.40 0.60

Total(A) 216.79

Dudction Front Ent. 1 3.25 0.20 2.10 1.37 2.40

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: Total 191.26 Cum 121.00 23142.58

17 7.11.2 Half brick thick brick masonry with modular well burnt clay bricks of crushing strength not less than 25 kg/sqcm and water absorption not more than 20% in superstructure above plinth level upto floor five level.

Cement mortar 1:4 (1cement: 4 coarse sand)

vertical axis 2 2.10 3.30 --- 13.86

horizontal axis 2 2.20 3.30 --- 14.52

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: Total 82.17 Sqm 11.00 903.87

18 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 formwork.

19 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.

8.12.2 35mm thick (single leaf)

20 9.6 Structural steel work riveted or bolted or welded in built up sections, trusses and frames work upto a height of 5m above plinth level including cutting hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer. Window

Total 46.68 sqmt.

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 and paneling 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) Window

Partition Wall 2 3.50 --- 3.60 25.20

Partition Wall 2 3.50 --- 3.60 25.20

Ventilater 18 0.60 --- 0.60 6.48

TOTAL 137.66 SQMT.

Total (A) 137.66 @ 10kg/sqmt. 1376.60 Kg 23832

AL section for door chowkhat D-1 7 1.00 --- 2.10 36.40

AL section for door chowkhat D-2 4 0.80 --- 2.10 20.00

Total 67.20 Rmt.

considering weight @ 1.5 kg/ rmt Total (A) 67.20 @ 3.5 100.80 kg

9.48 Extra for powder coated (minimum 50 micron) aluminium sections instead of anodized. 1477.40 Kg 27.00 39889.80

22 8.50.1 Providing and fixing 12mm thick pre-laminated particle board flat pressed with decorative lamination and balancing lamination on specified sides exterior Grade – I MDF Board 12 mm thick confirming to IS:14587, including fixed in aluminium doors, windows shutters and partition frames with C.P. brass/ stainless steel screws etc. complete.

With decorative lamination on one side and balancing lamination on other side. 4 0.80 0.70 --- 2.24

23 9.51 Providing and fixing float glass panes with steel glazing clips and special metal sash putty of approved make in steel doors, windows, ventilators:

9.51.1 4 mm thick

Internal window glass 1 1 3.35 1.18 --- 3.95

24 9.51.1+9.58.1 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):With float glass panes of 4 mm thickness+Extra for providing and fixing tinted glass panes in aluminium door, window, ventilator shutters and partitions instead of float glass.4 mm thickness 25 2 0.45 1.09 --- 24.53

External window glass 2 1 1.14 1.09 --- 2.49

25 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.

26 9.11 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm braced with flat iron diagonals 20x5mm size with top and bottom rails of T-iron 40x40x6mm with 38mm steel pulleys complete with bolts, nuts, locking arrangement stoppers, handles including applying a priming coat of red oxide zinc chromate primer 1 3.25 2.10 --- 6.83 23976

27 11.1.2 6mm thick cement plaster of mix

In cement mortar 1:4 (1 cement: 4 fine sand)

Ladies Toilet 1 2 2.20 3.50 --- 15.40

Gents Toilet 1 1 1.80 2.10 --- 3.78

Sterilisation 1 1 2.10 3.90 --- 8.19

Toilet + Baby Wash + Dirty 1 1 7.40 1.50 --- 11.10

Staff Toilet 1 1 4.80 1.80 --- 8.64

below platform 1 1 3.50 0.60 --- 2.10

28 11.2.4 12mm thick cement plaster of mix

In cement mortar 1:5 (1 cement: 5 fine sand)

common gents & ladies toilet 4 2 3.40 3.50 --- 95.20

gen.store & cold chain 2 2 2.10 3.50 --- 29.40

doc. Room ,office,& immu. 2 2 3.50 3.50 --- 49.00

reg./store/disp. 2 1 4.50 3.50 --- 31.50

porch (beam/wall) 2 1 3.60 1.00 --- 7.20

waiting lobby (Beam) 2 2 3.25 3.50 --- 45.50

Corridor (Horizontal) 2 1 4.80 3.50 --- 33.60

sterilization 2 1 2.10 3.50 --- 14.70

dirty utility 2 1 1.50 3.50 --- 10.50

ladies & gents toilet 4 2 1.80 3.50 --- 50.40

minor ot /dressing 2 1 4.00 3.50 --- 28.00

Total (A) 1568.76

Total (B) 87.34

29 11.3.4 15mm thick cement plaster on the rough side of single or half brick wall of mix.

In cement mortar 1:5 (1 cement: 5 fine sand)

OUTER PLASTER horizontal 2 11.00 5.80 --- 127.60

Total (A) 798.82

Total (B) 61.69

30 8.149.2 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.

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

8.94 Providing and fixing M.S. bright finished or black enameled Butt hinges IS : 1341 marked with necessary iron screws:

8.99 Providing and fixing M.S. bright finished or black enameled sliding door bolts with bolts, nuts and necessary iron screws:

8.100 Providing and fixing M.S. bright finished or black enameled door latch with necessary iron screws:

8.102 Providing and fixing M.S. bright finished or black enameled Tower bolts (Barrel type) with necessary iron screws:

8.103 Providing and fixing M.S. bright finished or black enameled handles with necessary iron screws:

8.105 Providing and fixing M.S. bright finished or black enameled safety hasp and staples with necessary iron screws:

38 8.106 Providing and fixing MS bright finished single hanging door stopper with necessary MS steel screws complete. 12.00 each 12.50 150.00

8.120 Providing and fixing aluminium sliding door bolts with 16mm rod, necessary nickel plated iron nuts bolts and screws etc complete.

8.121 Providing and fixing aluminium door latch with 12mm rod, necessary nickel plated iron nuts bolts and screws etc complete

8.122 Providing and fixing aluminium tower bolts (Barrel type) with necessary nickel plated iron screws etc complete.

8.123 Providing and fixing aluminium door handles 2.5mm thick with necessary nickel plated iron screws etc complete.

8.124 Providing and fixing hanging aluminium door stopper with necessary nickel plated iron screws etc complete.

8.132 Providing and fixing stainless steel butt hinges IS : 12817 marked with necessary stainless steel screws etc complete.

48 8.158 Providing and fixing IS: 3564 marked aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc complete. 14.00 each 1450.00 20300.00

49 8.67 Providing and fixing of bright finished brass mortise latch and lock 100x65mm with six levers and a pair of lever handles with brass polished MS screws etc. complete. 10.00 each 971.00 9710.00

50 9.54 Providing and fixing anodized aluminium framed grill (minimum anodic coating of grade AC 15)of of approved shape, pattern and design including cutting, bending, hoisting and erecting/ fixing to door, window frame or to wall with fixing clips or hold fasteners or bolts and nuts as required etc. complete.

51 9.57.2 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.

52 12.56 25mm thick un-polished Local RAJIM/ Red Flag stone slab flooring laid over 20mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over & jointed with grey cement slurry mixed with pigments to match the shade of the stone.

For Shelf below platform 2 1.20 0.60 --- 1.44

53 12.37 Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tile including cleaning of joint etc complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :

12.37.3 Dark shade using ordinary cement

Porch & outer ramp and stair 1 3.50 3.50 --- 12.25

54 12.7.2 Providing and fixing ceramic glazed wall tiles, conforming to IS: 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 2 coarse sand) and jointing with grew cement [email protected] per sqm including pointing in white cement mixed with matching pigment complete.

Above 200X 300 mm

Gents/Ledies Toilet/ handicap/ transgender 4 15.90 2.10 133.56

Dirty utility 1 7.15 2.10 15.02

Toilet l w g w 2 6.45 2.10 27.09

Gents/Ledies Toilet staff 2 6.90 2.10 28.98

Total (A) 220.71

Deduction (-) 6 0.60 0.60 2.16

55 12.12 Providing and laying vitrified floor tiles of size 600x600mm with water absorptions less than 0.5% and conforming to IS: 15622 of approved make, laid on 20mm thick cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.

Doctor Room 4 3.00 3.50 --- 42.00

Doctor Room 4 1.00 0.20 --- 0.80

Ladies Ward 1 3.50 5.50 --- 19.25

Sterilisation 1 3.90 2.10 --- 8.19

Labour Room 1 5.50 4.20 --- 23.10

gen store & col chain 2 2.10 3.50 --- 14.70

sterilization 1 11.10 1.20 --- 13.32

56 12.9.1 Providing and laying ceramic glazed floor tiles conforming to IS : 15622 of approved size, make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.

Gents/Ledies Toilet/ handicap/ transgender 4 2.20 3.50 30.80

Dirty utility 1 1.50 2.40 3.60

Toilet l w g w 2 1.50 2.10 6.30

Gents/Ledies Toilet staff 2 1.80 2.50 9.00

57 13.6.2 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.

Granite stone black

labour room 1 2.80 0.62 --- 1.74

sterelization 1 3.25 0.60 --- 1.95

dirty linen 1 1.10 0.30 --- 0.33

registration 1 0.70 0.90 --- 0.63

waiting area 2 4.10 0.65 --- 5.33

doc.room's,office and immu. 4 1.90 0.30 --- 2.28

58 13.19. Extra for providing edge moulding to 15mm thick stone counters, vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.

59 12.13 Providing and laying vitrified floor tiles with double charge/ multi charge printing with water absorption less than 0.5% and conforming to IS : 15622 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) including grouting the joints with white cement and matching pigments etc. complete.

12.13.1 Size 600x600mm

sterilization 1 11.30 0.10 --- 1.13

60 12.16 Extra for fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477 (Type 1) for interior applications, using 5kg. adhesive per sqm of tile area, in 3mm-6mm thickness in place of cement mortar.

Total (A) 162.42

61 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.

62 14.6 White washing with whiting to give an even shade.

14.6.1 On new work (Three or more coats) Qty. Same as Item no.-54 737.13 sqm 9.00 6634.19

63 9.60 Designing, providing and fixing aluminium frame work made of special aluminium section on building face with M.S. angle iron brackets fixed on RCC structure with S.S. hold fasteners, including providing and fixing two sided structural adhesive tape of appropriate grade (NORTON or equivalent), on aluminium sections for fixing aluminium/ glass panel, sealing on periphery of frame work, by providing EPDM gasket, silicon weather sealant between aluminium frame and building structure including hire charges of double scaffolding complete.

64 9.61.1 Providing and fixing aluminium composite panels in approved panel sizes, thickness and shape on aluminium frame work on face of building. (Frame to be paid separately)

65 14.13 Providing and applying 2mm thick ready mix exterior grade putty (Birla wall care, Alltek Superfine WR of (NCL). J.K. Wall putty) on wall to make the surface smooth and even. Total Plaster

all plaster 1941.18

Front side 1 35.00 4.80 168.00

66 14.10.1 Wall painting with acrylic premium emulsion (plastic) paint of required shade to give an even shade.

On new work (Two or more coats) As per inner plaster 1941.18 Sqm. 44.50 86382.58 74753.6

67 14.22.2 Setin synthetic enamel paint (Top most approved branded quality)

68 14.15.1 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:

ON new work (Two or more coats) Outer side --- 737.13

69 11.41 Providing and fixing chicken mash weighting not less than 250 gms/sqm as per IS: specification in the required width with 10mm long steel nails on vertical and horizontal surface near R.C.C. and brick walls junctions including scaffolding and all lead and lifts etc.

electrical pipe,column beam & beam brick joint 1 326.00 0.20 --- 65.20

Total 5851581.31

DETAILED ESTIMATE OF URBAN PRIMARY HEALTH CENTER BUILDING AT LAKHOLI, DISTT: RAJNANDGAON (C.G.)

FINAL ABSTRACT OF ESTIMATE

S.NO. PARTICULARS OF ITEMS AMOUNT

1 Construction of Building (Civil Work) 5851581.31 1 staircase (4 column,filling,pb,lb,sb & slab),tiles,putty,paint,railing

2 WATER SUPPLY & SANITARY @ 6% 351094.88 2 extra toilet (4 column,pb,lb,sb & slab),tiles,putty,paint,door

3 SEPTIC TANK #REF! 3 false ceiling, acp sheet

4 Boring #REF! 4 brick work & plaster

5 Electrification of the building @ 8% 468126.50

6 Boundary wall 130 Rmt #REF!

7 SUB TOTAL (A) #REF! #REF! 742000

8 Anticipated Tender Rate 6 % below SOR #REF!

9 TOTAL (B) #REF!

10 Add 1.20% for Contingencies (C ) #REF!

11 Add 5% for CGMSC LTD. Charges (D) #REF! 63680 (GST)

12 18% GST OF CGMSC CHARGES #REF!

GRAND TOTAL[(B)+(C )+(D)] #REF! #REF! 0.00

In Words - [Seventy Five Lacs Rupees Only ] #REF!

1 Rates have been taken from schedule of Rates applicable to

C.G. P.W.D. S.O.R. For building works in forced from 01 JAN.2015 and

C.G. P.W.D. S.O.R. For electrical works in forced from 01 JULY 2015.

2 Percentage adopted for allied services are based on C.G.P.W.D.

GENERAL ABSTRACT FOR THE CONSTRUCTION OF KALA AND SANSKRITIK KAKSH BUILDING AT GOVT. H.S.S. KOSAMPARA ANI, H.S.S. SAWARAWAN, H.S.S. MURMA, H.S.S. ANGA AND H.S.S. CHHINDIA OF DISTT. KOREA (C.G.)

TECHNICAL SANCTION

S.NO. PARTICULARS OF ITEMS AMOUNT

A H.S.MURMA 413017.39

B H.S.KOSAMPARA AANI 425632.16

C H.S.SAVARAVA 432367.68

D H.S.ANGA 638336.27

E H.S.CHHINDIYA 638336.27

Add 1% contingency charge 25476.90

Add 8% Administrative Expences 205853.33

Say RS. 27.83 LACS

DETAILED ESTIMATE FOR CONSTRUCTION OF WATER HARVESTING SYSTEM FOR ADDITIONAL CLASS ROOM AT VARIOUS PLACES OF DISTT. KOREA (C.G.)

S.No. CSR Item No. Item of Work MEASUREMENT QTY UNIT RATE AMOUNT

1 1.1.1 Excavation for all types and sizes fo foundation, trenches and drain of for any other purpose including disposal of excavated stuff upto 1.5m lift and lead upto 50m (at least 5m away from the excavated area) Including dressing and leveling of pits. In all types soils.

Harvesting Pit 1 1.50 1.50 2.50 5.63

2 1.6.1 Add Extra for every additional lift of 1.5m or part there of all type of soil

Harvesting Pit 1 1.50 1.50 1.00 2.25

3 21.9 Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.

Coarse Sand 1 1.50 1.50 0.20 0.45

4 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.

110 mm Dia pipe

Terrace 2 10.00 20.00

Pipe Line 1 10.00 10.00

5 18.77 Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

6 18.77.12 Tee/ Tee with door/ Bend 45°/ Bend 90° 110 mm

7 18.77.22 Double "Y" with or without door 110 mm

8 18.77.4.2 Access door cap 110 mm

9 19.47 Constructing masonry Chamber 30x30x50 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design :

SCHEDULE OF ITEM FOR CONSTRUCTION OF ADDITIONAL CLASS ROOM FOR SCHOOL BUILDING UNDER SARVA SIKSHA ABHIYAN AT VARIOUS PLACES OF DISTT. KOREA (C.G.)

S. NO. SOR NO. PARTICULARS OF ITEM UNIT RATE RATE IN WORDS

1 1.1 Excavations for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5m 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

Cum 185.00 One Hundred Eighty Five

2 3.1 Providing and laying nominal mix cement concrete with crushed stoned aggregate using concrete mixer in foundation plinth and at ground level excluding cost of form work.

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

Cum 2659.00 Two Thousand Six Hundred Fifty Nine

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

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

Cum 4163.00 Four Thousand One Hundred Sixty Three

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 all complete.

3.12.1 Thermo-mechanically treated bars.

Kg 54.50 Fifty Four Rupee Fifty Paisa

5 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:

Ground Floor Cum 97.50 Ninety Seven Rupoee Fifty Paisa

First Floor Cum 195.00 One Hundred Ninety Five

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. Cum 65.00 Sixty Five

7 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels for:

2.1.1 Foundations, footings, base of columns and plinth beam in any shape and size. (For Footing)

Sqm. 139.00 One Hundred Thirty Nine

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

2.1.5 Columns, pillars, piers and lifes - rectangular or square in shape

Sqm. 297.00 Two Hundred Ninety Seven

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

2.1.8 Beams, lintels, cantilevers & walls

Sqm 202.00 Two Hundred Two

10 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels for:

2.1.13 Weather shade, chhajja, cornices and mouldings

Sqm. 294.00 Two Hundred Ninety Four

11 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels for:

2.1.7 Suspended floor, roof axcess kitchen platform, balcony and shelves.

Sqm. 235.00 Two Hundred Thirty Five

12 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)

Cum 3263.00 Three Thousnad two hundred Sixty three

13 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 formwork.

Cum 4237.00 Four Thousand Two hundred Thirty Seven

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.

Cum 371.00 Three hundred Seventy One

15 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)

Cum 3263.00 Three thousand Two hundred Sixty Three

16 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:(in GF) Cum 121.00 One Hundred Twenty one

First Floor Cum 242.00 Two hundred Fourty two

17 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.

Kg 67.50 Sixty seven rupee fifty Paisa

18 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

kg 73.50 Seventy three Rupee Fifty paisa

19 9.13 Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer.

Kg 75.00 Seventy Five Rupee

20 11.3 15mm thick cement plaster on the rough side of single or half brick wall of mix.

11.3.4 In cement mortar 1:6(1 cement: 6 fine sand)

SQM 107.00 One Hundred Seven

21 11.5 Neat Cement punning.

SQM 33.00 Thirty Three

22 11.1 6mm thick cement plaster of mix

11.1.2 In cement mortar 1:4 (1 cement: 4 fine sand)

Sqm 87.00 Eighty Seven

23 11.2 12mm thick cement plaster of mix

11.2.4 In cement mortar 1:6 (1 cement: 6 fine sand)

Sqm 91.50 Ninety One Rupee Fifty Paisa

24 10.41 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down grade) including finishing withcement mortar 1:3 (1 cement : 3 fine sand) as per standard design :

Mt. 68.00 Sixty Eight

25 12.56 25mm Thick local Rajim/ Red flag stone slab flooring laid over 20mm (average) thick base of cement mortar 1:4 laid over and jointed with gray cement slurry mixed with pigment to match the shade of the stone i/c. grinding rubbing and polishing.

Sqm. 516.00 Five Hundred Sixteen

26 12.13 Providing and laying vitrified floor tiles with double charge/ multi charge printing with water absorption less than 0.5% and conforming to IS : 15622 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) including grouting the joints with white cement and matching pigments etc. complete

12.13.1 Size 600x600mm

Sqm. 1151.00 One Thousand One Hundred Fifty One

27 12.36 Chequered terrazzo tiles 22 mm thick with graded marble chips of size upto 6mm in floors on 25mm thick bed of cement mortar 1:6 (1 cement: 6 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles including grinding rubbing and polishing complete.

12.36.1 Light shade using white cement

Sqm. 799.00 Seven Hundred Ninety Nine

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.

9.57.1 SS Grade 204

Kg 467.00 Four Hundred Sixty Seven

29 14.1 Providing and applying 2mm thick ready mix exterior gradeon wall to make surface smooth and even approved makeputty( like birla wallcare, alltek superfine, W/R of NCL asian,ICI, nerolac,JK wall putty)

Sqm. 94.50 Ninety Four Rupee Fifty Paisa

30 14.12 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.

sqm 23.00 Twenty Three

31 11.41 Providing and fixing chicken mesh weighting not less than 250 gms/ sqm as per IS : specification in the required width with 40mm long steel nails on vertical and horizontal surface near R.C.C. and brick walls junctions including scaffolding and all lead and lifts etc. complete before plastering upto 10mts in height.

sqm 86.00 Eighty Six

32 14.48 Distempring with washable distemper manufactured with the cow dung processing to give an even shade.

14.48.1 On new work ( two or more coats)

Sqm. 53.00 Fifty Three

33 14.50 Painting exterior surface with SMOOTH exterior emulsion paint manufactured with the cow dung processing to give protective and decorative finish including cleaning washing of surface etc. complete with:

14.50.1 ON new work (Two or more coats applied @ 1.43ltr/10 sqm over)

SQM 79.00 Seventy Nine

34 14.22 Painting on new work (two or more coats) to give an even shade with:

14.22.2 Premium Synthetic Enamel paint

Sqm. 47.00 Fourty Seven

SCHEDULE OF ITEM FOR CONSTRUCTION OF WATER HARVESTING SYSTEM FOR ADDITIONAL CLASS ROOM AT VARIOUS PLACES OF DISTT. KOREA (C.G.)

S.N. CSR Item No. Item of Work UNIT RATE RATE IN WORDS

1 1.1.1 Excavation for all types and sizes fo foundation, trenches and drain of for any other purpose including disposal of excavated stuff upto 1.5m lift and lead upto 50m (at least 5m away from the excavated area) Including dressing and leveling of pits. In all types soils.

Cum 185.00 One Hundreed Eighty Five

2 1.6.1 Add Extra for every additional lift of 1.5m or part there of all type of soil

Cum 211.50 Two Hundred Eleven Rupee Fifty

3 21.9 Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.

Cum 1048.00 One Thousand Fourty Eight

4 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.

110 mm Dia pipe

Mtr 267.00 Two Hundred Sixty Seven

5 18.77 Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

6 18.77.12 Tee/ Tee with door/ Bend 45°/ Bend 90° 110 mm

Each 154.00 One Hundred Fifty Four

7 18.77.22 Double "Y" with or without door 110 mm

Each 224.00 Two Hundred Twenty Four

8 18.77.4.2 Access door cap 110 mm

Each 59.00 Fifty Nine

9 19.47 Constructing masonry Chamber 30x30x50 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design :

Each 754.00 Seven Hundred Fifty Four

REPORT AND SPECIFICATION

1) Name of Work : DETAILED ESTIMATE/ABSTRACT FOR CONSTRUCTION OF ADDITIONAL CLASS ROOM AT VARIOUS PLACES OF DISTT. KOREA (C.G.)

2) Estimated cost Rs 7.63 LACS (Rs. Seven Lacs Six Three Thousand Only)

3) Authority Education Department

4) Provision Following provision have been made in this Building.

1 Foundation : Minimum 1.50 m deep column footing with R.C.C. 20mm Grade Nominal Mix Reinforced Cement Concrete as required. With 10 cm depth 1:4:8 P.C.C.

2 Plinth : Brick work with Modular Fly ash Lime Bricks conforming to IS 12894-2002 with cement mortal 1:6.Damp proof course (upto 50mm thick) with plain cement concrete 1:2:4

3 Superstructure : (i) R.C.C. Column , beam & slab with R.C.C. 1:1.5:3, 20mm Nominal Mix Reinforced Cement Concrete.

(ii) Brick work with Modular Fly ash Lime Bricks conforming to IS 12894-2002 with cement mortal 1:6.

4 Under Floor : (i) Sand/ Crusher dust & hard Moorum has been used for filling plinth.

5 Flooring : (i) 50mm thick IT Flooring with C.C. 1:2:4

6 Doors : 40x40x6mm Angle For Door, Window, Ventilator Frame And 35mm Thick Flush door.

7 Windows : All Windows are of aluminium section with glazing

8 Steel Work : MS grills in windows has been Provided & SS railling in Ramp.

9 Plastering : 12 mm thick plaster for smooth side, 15mm thick plaster for rough side,15mm thick plaster for outer walls & 6mm thick plaster for ceiling has been used in this building.

10 Painting : All Steel work is painted with synthetic Enamel paint. Inner walls are painted with Wall painting with acrylic premium emulsion paint & outer walls are painted with ACRYLIC SMOOTH exterior paint. Inner & outer Paint both are proccessed with Cow Dung Process.

Rate : All rates for civil works as per Schedule of rate in C.G. P.W.D. in forced from 1st JAN.2015 .

Specification : Work will be executed as per C.G.P.W.D. Specification.

GENERAL ABSTRACT FOR THE CONSTRUCTION OF KALA AND SANSKRITIK KAKSH BUILDING AT GOVT. H.S.S. MURMA, OF DISTT-KOREA (C.G.)

TECHNICAL SANCTION

S.NO. PARTICULARS OF ITEMS AMOUNT

A HS MURMA 368017.39

2 Internal Electrification (LS) 30000.00

3 Add For Water Harwesting (LS) 15000.00

DETAILED ESTIMATE FOR CONSTRUCTION OF KALA AND SANSKRITIK KAKSH AT VARIOUS PLACES OF DISTT. KOREA (C.G.)

S. NO. SOR NO. PARTICULARS OF ITEM Nos. L B D/H QTY. UNIT RATE AMOUNT

1 1.1 Excavations for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5m 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

2 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.

Side Filling 1 1 7.40 3.00 0.30 6.66

Deduct Stuff Qty -1.10

3 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 40% 2.76 0.40 1.10

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

6 2.1.7 Suspended floor, roof axcess kitchen platform, balcony and shelves.

7 2.1.8 Beams, lintels, cantilevers & walls

9 3.1 Providing and laying nominal mix cement concrete with crushed stoned aggregate using concrete mixer in foundation plinth and at ground level excluding cost of form work.

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

10 3.2 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.

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

Column Parapet 1 2 0.45 0.30 0.30 0.08

11 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.

3.12.1 Thermo-mechanically treated bars.

For footing and column up to PB 10.77 @ 90.00 969.34 Kg 54.50 52828.81

12 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:

Ground Floor 10.55 Cum 97.50 1028.18

First Floor 0.23 Cum 195.00 43.88

14 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)

Super Structure Ground Floor

Back Projection 1 2 0.20 0.20 2.90 0.23

15 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:(in GF) Total 3.93 Cum 121.00 475.29

First Floor Total 2.95 Cum 242.00 714.38

16 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.

8.12.2 35mm Thick ( single Leaf)

17 8.79 Providing and fixing antique/ SS finished brass sliding door bolt with necessary bolts, nuts and antique/ SS polished MS screw complete:

18 8.80 Providing and fixing antique/ SS finished brass door latch with antique/ SS polished MS screw complete:

19 8.81 Providing and fixing antique/ SS finished brass tower bolts (Barrel type) with antique/ SS polished MS screw complete:

20 8.84 Providing and fixing antique/ SS finished brass handles with antique/ SS polished MS screw complete::

21 8.90 Providing & fixing 150mm antique/ SS finished brass floor door stopper with rubber cushion and antique/ SS polished MS screw complete to suit the shutter thickness.

22 8.84 Providing and fixing antique/ SS finished brass handles with antique/ SS polished MS screw complete::

23 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

24 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. .

25 9.41 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:

9.41.2 For fixed portion

26 9.41.3 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).

27 9.48 Extra for powder coated (minimum 50 micron) aluminium sections instead of anodized.

28 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):

9.51.1 With float glass panes of 4 mm thickness

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.

9.57.1 SS Grade 204

Take @ 8.0 kg /Sqm 70.40

30 10.41 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down grade) including finishing withcement mortar 1:3 (1 cement : 3 fine sand) as per standard design :

Outer Side Chhajja Top

Chajja 1 1 7.40 7.40

Parapet 1 1 32.80 32.80

31 11.1 6mm thick cement plaster of mix

11.1.2 In cement mortar 1:4 (1 cement: 4 fine sand)

32 11.2 12mm thick cement plaster of mix

11.2.4 In cement mortar 1:6 (1 cement: 6 fine sand)

Outer Plaster 1 2 9.80 4.20 82.32

33 11.3 15mm thick cement plaster on the rough side of single or half brick wall of mix.

11.3.4 In cement mortar 1:6(1 cement: 6 fine sand)

Parapet wall 1 1 34.00 0.70 23.80

34 11.5 Neat Cement punning.

35 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.

12.3.2 50mm thick

Class Room 1 1 7.00 7.00 49.00

36 14.12 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.

Outer plaster 139.00

inner plaster 141.19

6mm plaster 61.60

37 14.48 Distempring with washable distemper manufactured with the cow dung processing to give an even shade.

14.48.1 On new work ( two or more coats)

Inside Wall 141.19

38 14.50 Painting exterior surface with SMOOTH exterior emulsion paint manufactured with the cow dung processing to give protective and decorative finish including cleaning washing of surface etc. complete with:

14.50.1 ON new work (Two or more coats applied @ 1.43ltr/10 sqm over)

QTY SAME AS WHITE WASHING WORK 139.00 SQM 79.00 10981.00

39 14.22 Painting on new work (two or more coats) to give an even shade with:

14.22.2 Primium Synthetic Enamel Paint. COFF.

TOTAL AMOUNT 368017.39

DETAILED ESTIMATE FOR CONSTRUCTION OF KALA AND SANSKRITIK KAKSH AT VARIOUS PLACES OF DISTT. KOREA (C.G.)

S. NO. SOR NO. PARTICULARS OF ITEM Nos. L B D/H QTY. UNIT RATE AMOUNT

1 1.1 Excavations for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5m 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

2 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.

Side Filling 1 1 7.40 3.00 0.30 6.66

5 2.1.5 Columns, pillars, piers and lifes - rectangular or square in shape

6 2.1.7 Suspended floor, roof axcess kitchen platform, balcony and shelves.

7 2.1.8 Beams, lintels, cantilevers & walls

Beam Bottom 1 6 1.20 0.20 1.44

8 2.1.13 Weather shade, chhajja, cornices and mouldings

9 3.1 Providing and laying nominal mix cement concrete with crushed stoned aggregate using concrete mixer in foundation plinth and at ground level excluding cost of form work.

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

10 3.2 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.

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

Column Upto Slab 1 2 0.45 0.30 0.90 0.24

Column Parapet 1 2 0.45 0.30 0.30 0.08

11 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.

3.12.1 Thermo-mechanically treated bars.

For footing and column up to PB 11.45 @ 90.00 1030.09 Kg 54.50 56139.69

12 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:

Ground Floor 11.22 Cum 97.50 1093.99

First Floor 0.23 Cum 195.00 43.88

14 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)

Super Structure Ground Floor

Back Projection 1 2 0.20 0.20 0.80 0.06

15 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:(in GF) Total 4.68 Cum 121.00 565.80

First Floor Total 5.25 Cum 242.00 1270.02

16 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.

8.12.2 35mm Thick ( single Leaf)

17 8.79 Providing and fixing antique/ SS finished brass sliding door bolt with necessary bolts, nuts and antique/ SS polished MS screw complete:

18 8.80 Providing and fixing antique/ SS finished brass door latch with antique/ SS polished MS screw complete:

19 8.81 Providing and fixing antique/ SS finished brass tower bolts (Barrel type) with antique/ SS polished MS screw complete:

20 8.84 Providing and fixing antique/ SS finished brass handles with antique/ SS polished MS screw complete::

21 8.90 Providing & fixing 150mm antique/ SS finished brass floor door stopper with rubber cushion and antique/ SS polished MS screw complete to suit the shutter thickness.

22 8.84 Providing and fixing antique/ SS finished brass handles with antique/ SS polished MS screw complete::

23 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

24 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. .

25 9.41 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:

9.41.2 For fixed portion

26 9.41.3 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).

27 9.48 Extra for powder coated (minimum 50 micron) aluminium sections instead of anodized.

28 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):

9.51.1 With float glass panes of 4 mm thickness

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.

9.57.1 SS Grade 204

Take @ 8.0 kg /Sqm 70.40

30 10.41 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down grade) including finishing withcement mortar 1:3 (1 cement : 3 fine sand) as per standard design :

Outer Side Chhajja Top

Chajja 1 1 7.40 7.40

Parapet 1 1 32.80 32.80

31 11.1 6mm thick cement plaster of mix

11.1.2 In cement mortar 1:4 (1 cement: 4 fine sand)

32 11.2 12mm thick cement plaster of mix

11.2.4 In cement mortar 1:6 (1 cement: 6 fine sand)

Outer Plaster 1 2 9.80 4.20 82.32

33 11.3 15mm thick cement plaster on the rough side of single or half brick wall of mix.

11.3.4 In cement mortar 1:6(1 cement: 6 fine sand)

Parapet wall 1 1 34.00 0.70 23.80

34 11.5 Neat Cement punning.

35 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.

12.3.2 50mm thick

Class Room 1 1 7.00 7.00 49.00

36 14.12 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.

Outer plaster 139.00

inner plaster 141.19

6mm plaster 61.60

37 14.48 Distempring with washable distemper manufactured with the cow dung processing to give an even shade.

14.48.1 On new work ( two or more coats)

Inside Wall 141.19

38 14.50 Painting exterior surface with SMOOTH exterior emulsion paint manufactured with the cow dung processing to give protective and decorative finish including cleaning washing of surface etc. complete with:

14.50.1 ON new work (Two or more coats applied @ 1.43ltr/10 sqm over)

QTY SAME AS WHITE WASHING WORK 139.00 SQM 79.00 10981.00

39 14.22 Painting on new work (two or more coats) to give an even shade with:

14.22.2 Primium Synthetic Enamel Paint. COFF.

TOTAL AMOUNT 380632.16

GENERAL ABSTRACT FOR THE CONSTRUCTION OF KALA AND SANSKRITIK KAKSH BUILDING AT GOVT. H.S.S. AANI, OF DISTT. KOREA (C.G.)

TECHNICAL SANCTION

S.NO. PARTICULARS OF ITEMS AMOUNT

A HS AANI RS. 380632.16

2 Internal Electrification (LS) RS. 30000.00

3 Add For Water Harwesting (LS) RS. 15000.00

DETAILED ESTIMATE FOR CONSTRUCTION OF KALA AND SANSKRITIK KAKSH AT VARIOUS PLACES OF DISTT-KOREA (C.G.)

S. NO. SOR NO. PARTICULARS OF ITEM Nos. L B D/H QTY. UNIT RATE AMOUNT

1 1.1 Excavations for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5m 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

2 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.

Side Filling 1 1 7.40 3.00 0.30 6.66

5 2.1.5 Columns, pillars, piers and lifes - rectangular or square in shape

6 2.1.7 Suspended floor, roof axcess kitchen platform, balcony and shelves.

7 2.1.8 Beams, lintels, cantilevers & walls

9 3.1 Providing and laying nominal mix cement concrete with crushed stoned aggregate using concrete mixer in foundation plinth and at ground level excluding cost of form work.

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

10 3.2 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.

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

Column Upto Slab 1 2 0.45 0.30 0.70 0.19

Column Parapet 1 2 0.45 0.30 0.30 0.08

11 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.

3.12.1 Thermo-mechanically treated bars.

For footing and column up to PB 11.30 @ 90.00 1016.59 Kg 54.50 55403.94

12 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:

Ground Floor 11.07 Cum 97.50 1079.36

First Floor 0.23 Cum 195.00 43.88

14 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)

Super Structure Ground Floor

Back Projection 1 2 0.20 0.20 2.90 0.23

15 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:(in GF) Total 5.29 Cum 121.00 639.85

First Floor Total 4.59 Cum 242.00 1111.26

16 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.

8.12.2 35mm Thick ( single Leaf)

17 8.79 Providing and fixing antique/ SS finished brass sliding door bolt with necessary bolts, nuts and antique/ SS polished MS screw complete:

18 8.80 Providing and fixing antique/ SS finished brass door latch with antique/ SS polished MS screw complete:

19 8.81 Providing and fixing antique/ SS finished brass tower bolts (Barrel type) with antique/ SS polished MS screw complete:

20 8.84 Providing and fixing antique/ SS finished brass handles with antique/ SS polished MS screw complete::

21 8.90 Providing & fixing 150mm antique/ SS finished brass floor door stopper with rubber cushion and antique/ SS polished MS screw complete to suit the shutter thickness.

22 8.84 Providing and fixing antique/ SS finished brass handles with antique/ SS polished MS screw complete::

23 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

24 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. .

25 9.41 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:

9.41.2 For fixed portion

26 9.41.3 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).

27 9.48 Extra for powder coated (minimum 50 micron) aluminium sections instead of anodized.

28 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):

9.51.1 With float glass panes of 4 mm thickness

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.

9.57.1 SS Grade 204

Take @ 8.0 kg /Sqm 70.40

30 10.41 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down grade) including finishing withcement mortar 1:3 (1 cement : 3 fine sand) as per standard design :

Outer Side Chhajja Top

Chajja 1 1 7.40 7.40

Parapet 1 1 32.80 32.80

31 11.1 6mm thick cement plaster of mix

11.1.2 In cement mortar 1:4 (1 cement: 4 fine sand)

32 11.2 12mm thick cement plaster of mix

11.2.4 In cement mortar 1:6 (1 cement: 6 fine sand)

Outer Plaster 1 2 9.80 4.20 82.32

33 11.3 15mm thick cement plaster on the rough side of single or half brick wall of mix.

11.3.4 In cement mortar 1:6(1 cement: 6 fine sand)

Parapet wall 1 1 34.00 0.70 23.80

34 11.5 Neat Cement punning.

35 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.

12.3.2 50mm thick

Class Room 1 1 7.00 7.00 49.00

36 14.12 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.

Outer plaster 139.00

inner plaster 141.19

6mm plaster 61.60

37 14.48 Distempring with washable distemper manufactured with the cow dung processing to give an even shade.

14.48.1 On new work ( two or more coats)

Inside Wall 141.19

38 14.50 Painting exterior surface with SMOOTH exterior emulsion paint manufactured with the cow dung processing to give protective and decorative finish including cleaning washing of surface etc. complete with:

14.50.1 ON new work (Two or more coats applied @ 1.43ltr/10 sqm over)

QTY SAME AS WHITE WASHING WORK 139.00 SQM 79.00 10981.00

39 14.22 Painting on new work (two or more coats) to give an even shade with:

14.22.2 Primium Synthetic Enamel Paint. COFF.

TOTAL AMOUNT 387367.68

GENERAL ABSTRACT FOR THE CONSTRUCTION OF KALA AND SANSKRITIK KAKSH BUILDING AT GOVT. H.S.S. SAVARAVA, OF DISTT. KOREA (C.G.)

TECHNICAL SANCTION

S.NO. PARTICULARS OF ITEMS AMOUNT

A HS SAVARAVA RS. 387367.68

2 Internal Electrification (LS) RS. 30000.00

3 Add For Water Harwesting (LS) RS. 15000.00

DETAILED ESTIMATE FOR CONSTRUCTION OF KALA AND SANSKRITIK KAKSH AT VARIOUS PLACES OF DISTT. KOREA (C.G.)

S. NO. SOR NO. PARTICULARS OF ITEM Nos. L B D/H QTY. UNIT RATE AMOUNT

1 1.1 Excavations for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5m 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

2 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.

Side Filling 1 1 7.40 3.00 0.30 6.66

Deduct Stuff Qty -15.46

3 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 40% 38.66 0.40 15.46

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

2.1.1 Foundations, footings, base of columns and plinth beam in any shape and size. (For Footing)

Footing RCC Shuttering C1/F1 2 2 3.30 0.20 2.64

Column Upto PB C1 2 2 0.75 0.85 2.55

Plinth Beam Side 1 2 9.80 0.40 7.84

Column Upto PL 2 2 0.75 0.25 0.75

5 2.1.5 Columns, pillars, piers and lifes - rectangular or square in shape

6 2.1.7 Suspended floor, roof axcess kitchen platform, balcony and shelves.

7 2.1.8 Beams, lintels, cantilevers & walls

Beam Bottom 1 6 1.20 0.20 1.44

8 2.1.13 Weather shade, chhajja, cornices and mouldings

9 3.1 Providing and laying nominal mix cement concrete with crushed stoned aggregate using concrete mixer in foundation plinth and at ground level excluding cost of form work.

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

10 3.2 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.

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

Trapezoidal Portion 1 2 2.70 0.60 0.50 1.62

Column Upto GB 1 2 0.45 0.30 0.85 0.23

Column Upto PL 1 2 0.45 0.30 0.25 0.07

Column Upto Slab 1 2 0.45 0.30 3.00 0.81

Column Parapet 1 2 0.45 0.30 0.30 0.08

11 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.

3.12.1 Thermo-mechanically treated bars.

For footing and column up to PB 25.96 @ 90.00 2336.75 Kg 54.50 127353.13

12 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:

Ground Floor 14.27 Cum 97.50 1391.58

First Floor 0.23 Cum 195.00 43.88

13 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 formwork.

14 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)

Soling Below PB 1 1 37.40 0.20 0.10 0.75

Super Structure Ground Floor

Back Projection 1 2 0.20 0.20 2.90 0.23

Opening Corridor 1 2 1.80 0.20 2.10 -1.51

15 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:(in GF) Total 14.50 Cum 121.00 1754.02

First Floor Total 2.95 Cum 242.00 714.38

16 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.

8.12.2 35mm Thick ( single Leaf)

17 8.79 Providing and fixing antique/ SS finished brass sliding door bolt with necessary bolts, nuts and antique/ SS polished MS screw complete:

18 8.80 Providing and fixing antique/ SS finished brass door latch with antique/ SS polished MS screw complete:

19 8.81 Providing and fixing antique/ SS finished brass tower bolts (Barrel type) with antique/ SS polished MS screw complete:

20 8.84 Providing and fixing antique/ SS finished brass handles with antique/ SS polished MS screw complete::

21 8.90 Providing & fixing 150mm antique/ SS finished brass floor door stopper with rubber cushion and antique/ SS polished MS screw complete to suit the shutter thickness.

22 8.84 Providing and fixing antique/ SS finished brass handles with antique/ SS polished MS screw complete::

23 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

24 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. .

25 9.41 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:

9.41.2 For fixed portion

26 9.41.3 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).

27 9.48 Extra for powder coated (minimum 50 micron) aluminium sections instead of anodized.

28 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):

9.51.1 With float glass panes of 4 mm thickness

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.

9.57.1 SS Grade 204

Take @ 8.0 kg /Sqm 70.40

30 10.41 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down grade) including finishing withcement mortar 1:3 (1 cement : 3 fine sand) as per standard design :

Outer Side Chhajja Top

Chajja 1 1 7.40 7.40

Parapet 1 1 32.80 32.80

31 11.1 6mm thick cement plaster of mix

11.1.2 In cement mortar 1:4 (1 cement: 4 fine sand)

32 11.2 12mm thick cement plaster of mix

11.2.4 In cement mortar 1:6 (1 cement: 6 fine sand)

Outer Plaster 1 2 9.80 4.20 82.32

33 11.3 15mm thick cement plaster on the rough side of single or half brick wall of mix.

11.3.4 In cement mortar 1:6(1 cement: 6 fine sand)

Parapet wall 1 1 34.00 0.70 23.80

34 11.5 Neat Cement punning.

35 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.

12.3.2 50mm thick

Class Room 1 1 7.00 7.00 49.00

36 14.12 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.

Outer plaster 139.00

inner plaster 141.19

6mm plaster 61.60

37 14.48 Distempring with washable distemper manufactured with the cow dung processing to give an even shade.

14.48.1 On new work ( two or more coats)

Inside Wall 141.19

38 14.50 Painting exterior surface with SMOOTH exterior emulsion paint manufactured with the cow dung processing to give protective and decorative finish including cleaning washing of surface etc. complete with:

14.50.1 ON new work (Two or more coats applied @ 1.43ltr/10 sqm over)

QTY SAME AS WHITE WASHING WORK 139.00 SQM 79.00 10981.00

39 14.22 Painting on new work (two or more coats) to give an even shade with:

14.22.2 Primium Synthetic Enamel Paint. COFF.

TOTAL AMOUNT 593336.27

GENERAL ABSTRACT FOR THE CONSTRUCTION OF KALA AND SANSKRITIK KAKSH BUILDING AT GOVT. H.S.S. ANGA, OF DISTT. KOREA (C.G.)

TECHNICAL SANCTION

S.NO. PARTICULARS OF ITEMS AMOUNT

A HS ANGA RS. 593336.27

2 Internal Electrification (LS) RS. 30000.00

3 Add For Water Harwesting (LS) RS. 15000.00

DETAILED ESTIMATE FOR CONSTRUCTION OF KALA AND SANSKRITIK KAKSH AT VARIOUS PLACES OF DISTT. KOREA (C.G.)

S. NO. SOR NO. PARTICULARS OF ITEM Nos. L B D/H QTY. UNIT RATE AMOUNT

1 1.1 Excavations for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5m 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

2 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.

Side Filling 1 1 7.40 3.00 0.30 6.66

Deduct Stuff Qty -15.46

3 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 40% 38.66 0.40 15.46

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

2.1.1 Foundations, footings, base of columns and plinth beam in any shape and size. (For Footing)

Footing RCC Shuttering C1/F1 2 2 3.30 0.20 2.64

Column Upto PB C1 2 2 0.75 0.85 2.55

Plinth Beam Side 1 2 9.80 0.40 7.84

Column Upto PL 2 2 0.75 0.25 0.75

5 2.1.5 Columns, pillars, piers and lifes - rectangular or square in shape

6 2.1.7 Suspended floor, roof axcess kitchen platform, balcony and shelves.

7 2.1.8 Beams, lintels, cantilevers & walls

Beam Bottom 1 6 1.20 0.20 1.44

8 2.1.13 Weather shade, chhajja, cornices and mouldings

9 3.1 Providing and laying nominal mix cement concrete with crushed stoned aggregate using concrete mixer in foundation plinth and at ground level excluding cost of form work.

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

10 3.2 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.

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

Trapezoidal Portion 1 2 2.70 0.60 0.50 1.62

Column Upto GB 1 2 0.45 0.30 0.85 0.23

Column Upto PL 1 2 0.45 0.30 0.25 0.07

Column Upto Slab 1 2 0.45 0.30 3.00 0.81

Column Parapet 1 2 0.45 0.30 0.30 0.08

11 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.

3.12.1 Thermo-mechanically treated bars.

For footing and column up to PB 25.96 @ 90.00 2336.75 Kg 54.50 127353.13

12 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:

Ground Floor 14.27 Cum 97.50 1391.58

First Floor 0.23 Cum 195.00 43.88

13 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 formwork.

14 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)

Soling Below PB 1 1 37.40 0.20 0.10 0.75

Super Structure Ground Floor

Back Projection 1 2 0.20 0.20 2.90 0.23

Opening Corridor 1 2 1.80 0.20 2.10 -1.51

15 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:(in GF) Total 14.50 Cum 121.00 1754.02

First Floor Total 2.95 Cum 242.00 714.38

16 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.

8.12.2 35mm Thick ( single Leaf)

17 8.79 Providing and fixing antique/ SS finished brass sliding door bolt with necessary bolts, nuts and antique/ SS polished MS screw complete:

18 8.80 Providing and fixing antique/ SS finished brass door latch with antique/ SS polished MS screw complete:

19 8.81 Providing and fixing antique/ SS finished brass tower bolts (Barrel type) with antique/ SS polished MS screw complete:

20 8.84 Providing and fixing antique/ SS finished brass handles with antique/ SS polished MS screw complete::

21 8.90 Providing & fixing 150mm antique/ SS finished brass floor door stopper with rubber cushion and antique/ SS polished MS screw complete to suit the shutter thickness.

22 8.84 Providing and fixing antique/ SS finished brass handles with antique/ SS polished MS screw complete::

23 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

24 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. .

25 9.41 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:

9.41.2 For fixed portion

26 9.41.3 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).

27 9.48 Extra for powder coated (minimum 50 micron) aluminium sections instead of anodized.

28 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):

9.51.1 With float glass panes of 4 mm thickness

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.

9.57.1 SS Grade 204

Take @ 8.0 kg /Sqm 70.40

30 10.41 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down grade) including finishing withcement mortar 1:3 (1 cement : 3 fine sand) as per standard design :

Outer Side Chhajja Top

Chajja 1 1 7.40 7.40

Parapet 1 1 32.80 32.80

31 11.1 6mm thick cement plaster of mix

11.1.2 In cement mortar 1:4 (1 cement: 4 fine sand)

32 11.2 12mm thick cement plaster of mix

11.2.4 In cement mortar 1:6 (1 cement: 6 fine sand)

Outer Plaster 1 2 9.80 4.20 82.32

33 11.3 15mm thick cement plaster on the rough side of single or half brick wall of mix.

11.3.4 In cement mortar 1:6(1 cement: 6 fine sand)

Parapet wall 1 1 34.00 0.70 23.80

34 11.5 Neat Cement punning.

35 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.

12.3.2 50mm thick

Class Room 1 1 7.00 7.00 49.00

36 14.12 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.

Outer plaster 139.00

inner plaster 141.19

6mm plaster 61.60

37 14.48 Distempring with washable distemper manufactured with the cow dung processing to give an even shade.

14.48.1 On new work ( two or more coats)

Inside Wall 141.19

38 14.50 Painting exterior surface with SMOOTH exterior emulsion paint manufactured with the cow dung processing to give protective and decorative finish including cleaning washing of surface etc. complete with:

14.50.1 ON new work (Two or more coats applied @ 1.43ltr/10 sqm over)

QTY SAME AS WHITE WASHING WORK 139.00 SQM 79.00 10981.00

39 14.22 Painting on new work (two or more coats) to give an even shade with:

14.22.2 Primium Synthetic Enamel Paint. COFF.

TOTAL AMOUNT 593336.27

GENERAL ABSTRACT FOR THE CONSTRUCTION OF KALA AND SANSKRITIK KAKSH BUILDING AT GOVT. H.S.S. CHHINDIYA, OF DISTT. KOREA (C.G.)

TECHNICAL SANCTION

S.NO. PARTICULARS OF ITEMS AMOUNT

A HS CHHINDIYA 593336.27

2 Internal Electrification (LS) 30000.00

3 Add For Water Harwesting (LS) 15000.00

DETAILED ESTIMATE OF PROPOSED U.P.H.C. BUILDING

S. NO. SOR NO. PARTICULARS OF ITEM Nos. L B D/H QTY. 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). 1 35.00 25.00 875.00 Sqm. 7.20 6300.00

2 1.1 Excavations for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5m 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 Clumns

plinth protection 1 90.00 0.20 0.20 3.60

3 1.6.1 Extra for every additional lift of 1.5m or part thereof.

All types of soil

3 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.

harvesting 1 1.20 1.20 1.20 1.73

Nurses Room 1 3.10 3.50 0.80 8.68

Registration 2 3.50 4.50 0.80 25.20

Immu.+Doctor Room+Office 4 3.00 3.50 0.80 33.60

General Store + Cold Chain 2 2.10 3.50 0.80 11.76

Sterilisation 1 3.90 2.10 0.80 6.55

Toilet+Baby wash + Dirty 1 8.10 1.50 0.80 9.72

Staff Toilet 1 5.00 1.80 0.80 7.20

Moorum for Plinth Protection 1 90.00 0.80 0.70 63.00

Floor Filling Total 404.06

4 3.1.2 Providing and laying nominal mix cement concrete with crushed stoned aggregate using concrete mixer in foundation plinth and at ground level excluding cost of form work.

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

Column bedding 58 1.55 1.55 0.15 20.90

Nurses Room 1 3.10 3.50 0.10 1.09

Registration 2 3.50 4.50 0.10 3.15

Immu.+Doctor Room+Office 4 3.00 3.50 0.10 4.20

General Store + Cold Chain 2 2.10 3.50 0.10 1.47

Ladies ward 1 5.50 3.50 0.10 1.93

Sterilisation 1 3.90 2.10 0.10 0.82

Labour Room 1 5.50 4.20 0.10 2.31

Toilet+Baby wash + Dirty 1 8.10 1.50 0.10 1.22

Staff Toilet 1 5.00 1.80 0.10 0.90

plinth protection 1 88.00 0.80 0.10 7.04

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

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

Trapezoidal footing 58 1.25 1.25 0.15 13.59

Lintal Beams 1 96.30 0.20 0.15 2.89

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:

7 3.12.1 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. 153.27 @ 100.00 15327.29 Kg 54.50 835337.31 1048622.2375

8 4.13 Grading roof for water proofing treatment with 1 31.00 10.50 0.04 13.02

4.13.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 1 10.00 1.00 0.04 0.40

9 3.1. Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of form work. 25 1.40 0.20 0.05 0.35

3.1.4 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 18 1.00 0.20 0.05 0.18

2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels for:

10 2.1.1 Foundations, footings, base of columns and plinth beam in any shape and size. 58 4 1.50 0.15 --- 52.20

upto plinth level 44 2 0.20 2.20 --- 38.72

11 2.1.5 Columns, pillars, piers and lifes - rectangular or square in shape 2 44 0.20 4.50 --- 79.20

12 2.1.7 Suspended floors, roofs, access platform, balconies (Plain surfaces) and shelves (cast in situ)

13 2.1.8 Beams, lintels, cantilevers & walls

14 2.1.13 Weather shade, chhajja, cornices and mouldings

15 2.1.3 Window sills, anchor blocks, string course, bends, copings, bed plates and like 2 25 1.40 0.05 --- 3.50

16 7.5.4 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)

horizontal axis 2 4.20 0.20 4.00 6.72 3.85

Plinth protection 1 90.00 0.20 0.80 14.40 0.60

Total(A) 216.79

Dudction Front Ent. 1 3.25 0.20 2.10 1.37 2.40

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: Total 191.26 Cum 121.00 23142.58

17 7.11.2 Half brick thick brick masonry with modular well burnt clay bricks of crushing strength not less than 25 kg/sqcm and water absorption not more than 20% in superstructure above plinth level upto floor five level.

Cement mortar 1:4 (1cement: 4 coarse sand)

vertical axis 2 2.10 3.30 --- 13.86

horizontal axis 2 2.20 3.30 --- 14.52

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: Total 82.17 Sqm 11.00 903.87

18 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 formwork.

19 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.

8.12.2 35mm thick (single leaf)

20 9.6 Structural steel work riveted or bolted or welded in built up sections, trusses and frames work upto a height of 5m above plinth level including cutting hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer. Window

Total 46.68 sqmt.

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 and paneling 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) Window

Partition Wall 2 3.50 --- 3.60 25.20

Partition Wall 2 3.50 --- 3.60 25.20

Ventilater 18 0.60 --- 0.60 6.48

TOTAL 137.66 SQMT.

Total (A) 137.66 @ 10kg/sqmt. 1376.60 Kg 23832

AL section for door chowkhat D-1 7 1.00 --- 2.10 36.40

AL section for door chowkhat D-2 4 0.80 --- 2.10 20.00

Total 67.20 Rmt.

considering weight @ 1.5 kg/ rmt Total (A) 67.20 @ 3.5 100.80 kg

9.48 Extra for powder coated (minimum 50 micron) aluminium sections instead of anodized. 1477.40 Kg 27.00 39889.80

22 8.50.1 Providing and fixing 12mm thick pre-laminated particle board flat pressed with decorative lamination and balancing lamination on specified sides exterior Grade – I MDF Board 12 mm thick confirming to IS:14587, including fixed in aluminium doors, windows shutters and partition frames with C.P. brass/ stainless steel screws etc. complete.

With decorative lamination on one side and balancing lamination on other side. 4 0.80 0.70 --- 2.24

23 9.51 Providing and fixing float glass panes with steel glazing clips and special metal sash putty of approved make in steel doors, windows, ventilators:

9.51.1 4 mm thick

Internal window glass 1 1 3.35 1.18 --- 3.95

24 9.51.1+9.58.1 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):With float glass panes of 4 mm thickness+Extra for providing and fixing tinted glass panes in aluminium door, window, ventilator shutters and partitions instead of float glass.4 mm thickness 25 2 0.45 1.09 --- 24.53

External window glass 2 1 1.14 1.09 --- 2.49

25 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.

26 9.11 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm braced with flat iron diagonals 20x5mm size with top and bottom rails of T-iron 40x40x6mm with 38mm steel pulleys complete with bolts, nuts, locking arrangement stoppers, handles including applying a priming coat of red oxide zinc chromate primer 1 3.25 2.10 --- 6.83 23976

27 11.1.2 6mm thick cement plaster of mix

In cement mortar 1:4 (1 cement: 4 fine sand)

Ladies Toilet 1 2 2.20 3.50 --- 15.40

Gents Toilet 1 1 1.80 2.10 --- 3.78

Sterilisation 1 1 2.10 3.90 --- 8.19

Toilet + Baby Wash + Dirty 1 1 7.40 1.50 --- 11.10

Staff Toilet 1 1 4.80 1.80 --- 8.64

below platform 1 1 3.50 0.60 --- 2.10

28 11.2.4 12mm thick cement plaster of mix

In cement mortar 1:5 (1 cement: 5 fine sand)

common gents & ladies toilet 4 2 3.40 3.50 --- 95.20

gen.store & cold chain 2 2 2.10 3.50 --- 29.40

doc. Room ,office,& immu. 2 2 3.50 3.50 --- 49.00

reg./store/disp. 2 1 4.50 3.50 --- 31.50

porch (beam/wall) 2 1 3.60 1.00 --- 7.20

waiting lobby (Beam) 2 2 3.25 3.50 --- 45.50

Corridor (Horizontal) 2 1 4.80 3.50 --- 33.60

sterilization 2 1 2.10 3.50 --- 14.70

dirty utility 2 1 1.50 3.50 --- 10.50

ladies & gents toilet 4 2 1.80 3.50 --- 50.40

minor ot /dressing 2 1 4.00 3.50 --- 28.00

Total (A) 1568.76

Total (B) 87.34

29 11.3.4 15mm thick cement plaster on the rough side of single or half brick wall of mix.

In cement mortar 1:5 (1 cement: 5 fine sand)

OUTER PLASTER horizontal 2 11.00 5.80 --- 127.60

Total (A) 798.82

Total (B) 61.69

30 8.149.2 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.

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

8.94 Providing and fixing M.S. bright finished or black enameled Butt hinges IS : 1341 marked with necessary iron screws:

8.99 Providing and fixing M.S. bright finished or black enameled sliding door bolts with bolts, nuts and necessary iron screws:

8.100 Providing and fixing M.S. bright finished or black enameled door latch with necessary iron screws:

8.102 Providing and fixing M.S. bright finished or black enameled Tower bolts (Barrel type) with necessary iron screws:

8.103 Providing and fixing M.S. bright finished or black enameled handles with necessary iron screws:

8.105 Providing and fixing M.S. bright finished or black enameled safety hasp and staples with necessary iron screws:

38 8.106 Providing and fixing MS bright finished single hanging door stopper with necessary MS steel screws complete. 12.00 each 12.50 150.00

8.120 Providing and fixing aluminium sliding door bolts with 16mm rod, necessary nickel plated iron nuts bolts and screws etc complete.

8.121 Providing and fixing aluminium door latch with 12mm rod, necessary nickel plated iron nuts bolts and screws etc complete

8.122 Providing and fixing aluminium tower bolts (Barrel type) with necessary nickel plated iron screws etc complete.

8.123 Providing and fixing aluminium door handles 2.5mm thick with necessary nickel plated iron screws etc complete.

8.124 Providing and fixing hanging aluminium door stopper with necessary nickel plated iron screws etc complete.

8.132 Providing and fixing stainless steel butt hinges IS : 12817 marked with necessary stainless steel screws etc complete.

48 8.158 Providing and fixing IS: 3564 marked aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc complete. 14.00 each 1450.00 20300.00

49 8.67 Providing and fixing of bright finished brass mortise latch and lock 100x65mm with six levers and a pair of lever handles with brass polished MS screws etc. complete. 10.00 each 971.00 9710.00

50 9.54 Providing and fixing anodized aluminium framed grill (minimum anodic coating of grade AC 15)of of approved shape, pattern and design including cutting, bending, hoisting and erecting/ fixing to door, window frame or to wall with fixing clips or hold fasteners or bolts and nuts as required etc. complete.

51 9.57.2 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.

52 12.56 25mm thick un-polished Local RAJIM/ Red Flag stone slab flooring laid over 20mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over & jointed with grey cement slurry mixed with pigments to match the shade of the stone.

For Shelf below platform 2 1.20 0.60 --- 1.44

53 12.37 Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tile including cleaning of joint etc complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :

12.37.3 Dark shade using ordinary cement

Porch & outer ramp and stair 1 3.50 3.50 --- 12.25

54 12.7.2 Providing and fixing ceramic glazed wall tiles, conforming to IS: 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 2 coarse sand) and jointing with grew cement [email protected] per sqm including pointing in white cement mixed with matching pigment complete.

Above 200X 300 mm

Gents/Ledies Toilet/ handicap/ transgender 4 15.90 2.10 133.56

Dirty utility 1 7.15 2.10 15.02

Toilet l w g w 2 6.45 2.10 27.09

Gents/Ledies Toilet staff 2 6.90 2.10 28.98

Total (A) 220.71

Deduction (-) 6 0.60 0.60 2.16

55 12.12 Providing and laying vitrified floor tiles of size 600x600mm with water absorptions less than 0.5% and conforming to IS: 15622 of approved make, laid on 20mm thick cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.

Doctor Room 4 3.00 3.50 --- 42.00

Doctor Room 4 1.00 0.20 --- 0.80

Ladies Ward 1 3.50 5.50 --- 19.25

Sterilisation 1 3.90 2.10 --- 8.19

Labour Room 1 5.50 4.20 --- 23.10

gen store & col chain 2 2.10 3.50 --- 14.70

sterilization 1 11.10 1.20 --- 13.32

56 12.9.1 Providing and laying ceramic glazed floor tiles conforming to IS : 15622 of approved size, make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.

Gents/Ledies Toilet/ handicap/ transgender 4 2.20 3.50 30.80

Dirty utility 1 1.50 2.40 3.60

Toilet l w g w 2 1.50 2.10 6.30

Gents/Ledies Toilet staff 2 1.80 2.50 9.00

57 13.6.2 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.

Granite stone black

labour room 1 2.80 0.62 --- 1.74

sterelization 1 3.25 0.60 --- 1.95

dirty linen 1 1.10 0.30 --- 0.33

registration 1 0.70 0.90 --- 0.63

waiting area 2 4.10 0.65 --- 5.33

doc.room's,office and immu. 4 1.90 0.30 --- 2.28

58 13.19. Extra for providing edge moulding to 15mm thick stone counters, vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.

59 12.13 Providing and laying vitrified floor tiles with double charge/ multi charge printing with water absorption less than 0.5% and conforming to IS : 15622 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) including grouting the joints with white cement and matching pigments etc. complete.

12.13.1 Size 600x600mm

sterilization 1 11.30 0.10 --- 1.13

60 12.16 Extra for fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477 (Type 1) for interior applications, using 5kg. adhesive per sqm of tile area, in 3mm-6mm thickness in place of cement mortar.

Total (A) 162.42

61 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.

62 14.6 White washing with whiting to give an even shade.

14.6.1 On new work (Three or more coats) Qty. Same as Item no.-54 737.13 sqm 9.00 6634.19

63 9.60 Designing, providing and fixing aluminium frame work made of special aluminium section on building face with M.S. angle iron brackets fixed on RCC structure with S.S. hold fasteners, including providing and fixing two sided structural adhesive tape of appropriate grade (NORTON or equivalent), on aluminium sections for fixing aluminium/ glass panel, sealing on periphery of frame work, by providing EPDM gasket, silicon weather sealant between aluminium frame and building structure including hire charges of double scaffolding complete.

64 9.61.1 Providing and fixing aluminium composite panels in approved panel sizes, thickness and shape on aluminium frame work on face of building. (Frame to be paid separately)

65 14.13 Providing and applying 2mm thick ready mix exterior grade putty (Birla wall care, Alltek Superfine WR of (NCL). J.K. Wall putty) on wall to make the surface smooth and even. Total Plaster

all plaster 1941.18

Front side 1 35.00 4.80 168.00

66 14.10.1 Wall painting with acrylic premium emulsion (plastic) paint of required shade to give an even shade.

On new work (Two or more coats) As per inner plaster 1941.18 Sqm. 44.50 86382.58 74753.6

67 14.22.2 Setin synthetic enamel paint (Top most approved branded quality)

68 14.15.1 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:

ON new work (Two or more coats) Outer side --- 737.13

69 11.41 Providing and fixing chicken mash weighting not less than 250 gms/sqm as per IS: specification in the required width with 10mm long steel nails on vertical and horizontal surface near R.C.C. and brick walls junctions including scaffolding and all lead and lifts etc.

electrical pipe,column beam & beam brick joint 1 326.00 0.20 --- 65.20

Total 5851581.31

DETAILED ESTIMATE OF URBAN PRIMARY HEALTH CENTER BUILDING AT LAKHOLI, DISTT: RAJNANDGAON (C.G.)

FINAL ABSTRACT OF ESTIMATE

S.NO. PARTICULARS OF ITEMS AMOUNT

1 Construction of Building (Civil Work) 5851581.31 1 staircase (4 column,filling,pb,lb,sb & slab),tiles,putty,paint,railing

2 WATER SUPPLY & SANITARY @ 6% 351094.88 2 extra toilet (4 column,pb,lb,sb & slab),tiles,putty,paint,door

3 SEPTIC TANK #REF! 3 false ceiling, acp sheet

4 Boring #REF! 4 brick work & plaster

5 Electrification of the building @ 8% 468126.50

6 Boundary wall 130 Rmt #REF!

7 SUB TOTAL (A) #REF! #REF! 742000

8 Anticipated Tender Rate 6 % below SOR #REF!

9 TOTAL (B) #REF!

10 Add 1.20% for Contingencies (C ) #REF!

11 Add 5% for CGMSC LTD. Charges (D) #REF! 63680 (GST)

12 18% GST OF CGMSC CHARGES #REF!

GRAND TOTAL[(B)+(C )+(D)] #REF! #REF! 0.00

In Words - [Seventy Five Lacs Rupees Only ] #REF!

1 Rates have been taken from schedule of Rates applicable to

C.G. P.W.D. S.O.R. For building works in forced from 01 JAN.2015 and

C.G. P.W.D. S.O.R. For electrical works in forced from 01 JULY 2015.

2 Percentage adopted for allied services are based on C.G.P.W.D.

SCHEDULE OF ITEM FOR CONSTRUCTION OF ADDITIONAL CLASS ROOM FOR SCHOOL BUILDING UNDER SARVA SIKSHA ABHIYAN AT VARIOUS PLACES OF DISTT. KOREA (C.G.)

S. NO. SOR NO. PARTICULARS OF ITEM UNIT RATE RATE IN WORDS

1 1.1 Excavations for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5m 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

Cum 185.00 One Hundred Eighty Five

2 3.1 Providing and laying nominal mix cement concrete with crushed stoned aggregate using concrete mixer in foundation plinth and at ground level excluding cost of form work.

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

Cum 2659.00 Two Thousand Six Hundred Fifty Nine

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

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

Cum 4163.00 Four Thousand One Hundred Sixty Three

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 all complete.

3.12.1 Thermo-mechanically treated bars.

Kg 54.50 Fifty Four Rupee Fifty Paisa

5 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:

Ground Floor Cum 97.50 Ninety Seven Rupoee Fifty Paisa

First Floor Cum 195.00 One Hundred Ninety Five

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. Cum 65.00 Sixty Five

7 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels for:

2.1.1 Foundations, footings, base of columns and plinth beam in any shape and size. (For Footing)

Sqm. 139.00 One Hundred Thirty Nine

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

2.1.5 Columns, pillars, piers and lifes - rectangular or square in shape

Sqm. 297.00 Two Hundred Ninety Seven

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

2.1.8 Beams, lintels, cantilevers & walls

Sqm 202.00 Two Hundred Two

10 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels for:

2.1.13 Weather shade, chhajja, cornices and mouldings

Sqm. 294.00 Two Hundred Ninety Four

11 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels for:

2.1.7 Suspended floor, roof axcess kitchen platform, balcony and shelves.

Sqm. 235.00 Two Hundred Thirty Five

12 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)

Cum 3263.00 Three Thousnad two hundred Sixty three

13 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 formwork.

Cum 4237.00 Four Thousand Two hundred Thirty Seven

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.

Cum 371.00 Three hundred Seventy One

15 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)

Cum 3263.00 Three thousand Two hundred Sixty Three

16 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:(in GF) Cum 121.00 One Hundred Twenty one

First Floor Cum 242.00 Two hundred Fourty two

17 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.

Kg 67.50 Sixty seven rupee fifty Paisa

18 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

kg 73.50 Seventy three Rupee Fifty paisa

19 9.13 Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer.

Kg 75.00 Seventy Five Rupee

20 11.3 15mm thick cement plaster on the rough side of single or half brick wall of mix.

11.3.4 In cement mortar 1:6(1 cement: 6 fine sand)

SQM 107.00 One Hundred Seven

21 11.5 Neat Cement punning.

SQM 33.00 Thirty Three

22 11.1 6mm thick cement plaster of mix

11.1.2 In cement mortar 1:4 (1 cement: 4 fine sand)

Sqm 87.00 Eighty Seven

23 11.2 12mm thick cement plaster of mix

11.2.4 In cement mortar 1:6 (1 cement: 6 fine sand)

Sqm 91.50 Ninety One Rupee Fifty Paisa

24 10.41 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down grade) including finishing withcement mortar 1:3 (1 cement : 3 fine sand) as per standard design :

Mt. 68.00 Sixty Eight

25 12.56 25mm Thick local Rajim/ Red flag stone slab flooring laid over 20mm (average) thick base of cement mortar 1:4 laid over and jointed with gray cement slurry mixed with pigment to match the shade of the stone i/c. grinding rubbing and polishing.

Sqm. 516.00 Five Hundred Sixteen

26 12.13 Providing and laying vitrified floor tiles with double charge/ multi charge printing with water absorption less than 0.5% and conforming to IS : 15622 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) including grouting the joints with white cement and matching pigments etc. complete

12.13.1 Size 600x600mm

Sqm. 1151.00 One Thousand One Hundred Fifty One

27 12.36 Chequered terrazzo tiles 22 mm thick with graded marble chips of size upto 6mm in floors on 25mm thick bed of cement mortar 1:6 (1 cement: 6 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles including grinding rubbing and polishing complete.

12.36.1 Light shade using white cement

Sqm. 799.00 Seven Hundred Ninety Nine

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.

9.57.1 SS Grade 204

Kg 467.00 Four Hundred Sixty Seven

29 14.1 Providing and applying 2mm thick ready mix exterior gradeon wall to make surface smooth and even approved makeputty( like birla wallcare, alltek superfine, W/R of NCL asian,ICI, nerolac,JK wall putty)

Sqm. 94.50 Ninety Four Rupee Fifty Paisa

30 14.12 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.

sqm 23.00 Twenty Three

31 11.41 Providing and fixing chicken mesh weighting not less than 250 gms/ sqm as per IS : specification in the required width with 40mm long steel nails on vertical and horizontal surface near R.C.C. and brick walls junctions including scaffolding and all lead and lifts etc. complete before plastering upto 10mts in height.

sqm 86.00 Eighty Six

32 14.48 Distempring with washable distemper manufactured with the cow dung processing to give an even shade.

14.48.1 On new work ( two or more coats)

Sqm. 53.00 Fifty Three

33 14.50 Painting exterior surface with SMOOTH exterior emulsion paint manufactured with the cow dung processing to give protective and decorative finish including cleaning washing of surface etc. complete with:

14.50.1 ON new work (Two or more coats applied @ 1.43ltr/10 sqm over)

SQM 79.00 Seventy Nine

34 14.22 Painting on new work (two or more coats) to give an even shade with:

14.22.2 Premium Synthetic Enamel paint

Sqm. 47.00 Fourty Seven

SCHEDULE OF ITEM FOR CONSTRUCTION OF WATER HARVESTING SYSTEM FOR ADDITIONAL CLASS ROOM AT VARIOUS PLACES OF DISTT. KOREA (C.G.)

S.N. CSR Item No. Item of Work UNIT RATE RATE IN WORDS

1 1.1.1 Excavation for all types and sizes fo foundation, trenches and drain of for any other purpose including disposal of excavated stuff upto 1.5m lift and lead upto 50m (at least 5m away from the excavated area) Including dressing and leveling of pits. In all types soils.

Cum 185.00 One Hundreed Eighty Five

2 1.6.1 Add Extra for every additional lift of 1.5m or part there of all type of soil

Cum 211.50 Two Hundred Eleven Rupee Fifty

3 21.9 Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.

Cum 1048.00 One Thousand Fourty Eight

4 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.

110 mm Dia pipe

Mtr 267.00 Two Hundred Sixty Seven

5 18.77 Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

6 18.77.12 Tee/ Tee with door/ Bend 45°/ Bend 90° 110 mm

Each 154.00 One Hundred Fifty Four

7 18.77.22 Double "Y" with or without door 110 mm

Each 224.00 Two Hundred Twenty Four

8 18.77.4.2 Access door cap 110 mm

Each 59.00 Fifty Nine

9 19.47 Constructing masonry Chamber 30x30x50 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design :

Each 754.00 Seven Hundred Fifty Four

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Work Name %& Construction of Balance Work Kala And Sanskritik Kaksh Building At Govt. H.S.S. Kosampara Ani, H.S.S. Sawarawan, H.S.S. Murma, H.S.S. Anga And H.S.S. Chhindiya of, Distt- Korea (C.G.)

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