Construction of a community building-cum-workshed in Sachchai Panchayat, Kurtha Block.

योजना का नाम :- कुर्था प्रखंड अंतर्गत कोदमरई पंचायत के ग्राम अलावलपुर में सामुदायिक भवन- सह- वर्कशेड का निर्माण कार्य

PROJECT-PROPOSED COMMUNITY HALL CUM WORK SHED WITH SEPTIC TANK AND WATER POINT FOR PILE FOUNDATION

FOR BIHAR MAHADALIT VIKAS MISSION , PATNA

PILE FOUNDATION

AREA GROUND FLOOR 100.96 Sq.Mtr

plot area 15X18 270 Sq.Mtr

ITEMS COVERED UNDER( S.O.R. -B.C.D 01.01.2022)

Item rate of GST @ 18% in place of 12 % with multiplying factor of 1.0633 vide chief Engineers letter No. 02/06-03/2021 716 dt. 10/04/2023

DETAILED ABSTRACT OF COST

BUILDING TYPE AREA (Sq.Mtr) UNIT TOTAL COST (Rs)

1 CIVIL COST OF BUILDING 1931153.43

2 COMPLETE P.H.E. WORKS COST 210769.77

3 ELECTRIC WORKS 80714.00

4 BOUNDARY WALL 543684.02

5 Add GST @ 18 % in place of 12 % GST with multiplying factor 1.0633 2941429.36

6 CONTINGENCY @ 1.0 % upto Rs.100 Lac 24663.21

Grand Total 2966092.57

LAEO WD-ARWAL LAEO WD-ARWAL

योजना का नाम :- कुर्था प्रखंड अंतर्गत कोदमरई पंचायत के ग्राम अलावलपुर में सामुदायिक भवन- सह- वर्कशेड का निर्माण कार्य

PROJECT : PROPOSED COMMUNITY HALL CUM WORK SHED WITH URINAL & WATER POINT AT ARWAL

ABSTRACT OF COST FOR CIVIL WORKS

FOR , BIHAR MAHADALIT VIKAS MISSION, PATNA

ITEMS COVERED UNDER( S.O.R. -B.C.D 01.01.2022)

Item rate of GST @ 18% in place of 12 % with multiplying factor of 1.0633 vide chief Engineers letter No. 02/06-03/2021 716 dt. 10/04/2023

SL.NO Item rate DESCRIPTION UNIT QTY. Rate AMOUNT

1 20.2.1 Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :

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

2.29.1 All kinds of soil. 100sqm 2.70 1355.40 3659.58

3 2.8 Earth work in excavation in foundtion trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.

2.8.1 All kinds of soil Cum 39.79 360.70 14352.25

4 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead. Cum 23.48 123.90 2909.17

5 2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum 69.36 287.30 19927.13

6 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level:

4.1.3 1:2:4(1 Cement:3 coarse sand: 6 graded stone aggregate 20mm nominal size) cum 7.90 3998.10 31584.99

4.1.8 1:4:8(1 Cement: 4 coarse sand: 8 graded stone aggregate 20mm nominal size) cum 1.70 2975.20 5057.84

7 4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4(1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size). Sqm 5.89 245.60 1446.58

8 4.12 Extra for providing and mixing water profing material in cement concrete work in the proportion recommended by the manufacturers. per 50 kg cement 1.89 57.16 108.03

9 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring ,shuttering ,finishing and reinforcement-All work puto plinth level

5.1.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) cum 17.31 4688.30 81154.47

10 5.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement.

5.2.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) Cum 5.31 5670.00 30107.70

11 5.3 Reinforced cement conrete work in beams, suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). cum 22.51 5335.90 120111.11

12 5.33B.4 Add or deduct for providing richer or leaner mixes respectively at all floor levels Providing M-15grade R.C.C instead of M-20 grade R.C.C. cum 22.51 383.80 8639.34

13 5.9 Centering and shuttering including strutting, propping etc. and removal of form for:

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 50.22 211.60 10626.55

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 88.84 437.50 38867.50

5.9.4 Shelves (Cast in situ) sqm 1.23 437.50 538.13

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 140.06 404.70 56682.28

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 86.58 494.40 42805.15

5.9.15 Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. sqm 3.91 224.20 876.62

5.9.16 Edges of slabs and breaks in floors and walls.

5.9.16.1 Under 20cm wide Metre 44.55 130.20 5800.41

5.9.19 Weather shade, Chajjas, corbels, etc. including edges. sqm 24.22 550.90 13342.80

14 5.22 Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete.

5.22.1 Mild steel 6.00mm dia Kg 85.79 96.70 8295.89

5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia Kg 2487.91 94.50 235107.50

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia Kg 486.14 92.60 45016.56

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia Kg 1973.17 90.80 179163.84 530519.332

5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia Kg 686.32 91.70 62935.54

15 6.1A Brick work with bricks of class designation 100A in foundation and plinth in:

6.1.14A Cement mortar 1:6(1 cement:6 coarse sand) cum 32.56 4819.90 156935.94

16 6.3A Extra for Brick work in superstructure above plinth level upto floor V Level cum 19.52 842.20 16439.74

17 6.13A Brick work 7cm thick with F.P.S brick of class designation 100A in cement mortar 1:3(1 cement: 3 coarse sand) in superstructure. sqm 4.40 482.00 2120.80

18 6.18A Half brick masonry with bricks of class designation 100A in foundations and plinth in :

6.18.4A Cement mortar 1:4 (1 cement: 4 coarse send) sqm 15.74 599.30 9432.98

19 6.19A Extra for half Brick masonry in superstructure above pinth level upto floor V level. sqm 15.68 89.70 1406.50

20 6.21A Extra for providing and placing in position 2 nos. 6mm dia, MS bars at every third course of half brick masonry (with F.P.S bricks) sqm 15.74 113.60 1788.06

21 9.1.2 Providing wood work in frames of doors,windows, clerestory windows and other frames, wrought framed and fixed in position

22 10.14.1 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. KG 34.56 110.40 3815.42

23 10.5 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings mpletejncluding applying a priming coat of approved steel primer.

10.5.1 Using M.S. angle 40x40x6 mm for diagonal braces sqm 4.87 3653.00 17790.11

24 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.

9.48.1 Fixed to steel windows by welding Kg 16.20 144.50 2340.90

25 9.79 Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers including necessary screws etc. complete.(best make of approved quality)

26 9.103 Providing and fixing bright finished brass 100mm mortice latch and lock with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS:1868) aluminium lever handles with necessary screws etc. complete (Best make of approved quality). Each 1.00 655.40 655.40

27 9.104 Providing and fixing aluminium tee chanals(heavy duty)with rollers,stop end in pelmets as curtain rod i m 3.15 139.70 440.06

28 10.18 Providing and fixing circular cast iron box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one ;pcf at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. Each 6.00 165.40 992.40

29 10.28 Providing and fixing bright finished brass casement window fastners of minimum weight 200 gms to side hung steel windows with necessary welding and machine screws etc. complete. Each 1.00 74.30 74.30

30 10.29 Providing and fixing bright finished brass peg stays 300mm long of minimum weight 330 gms. to side hung steel windows with necessary welding and machine screws etc. complete. Each 2.00 182.70 365.40

31 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

10.32.2 In gratings, frames, guard bar, ladders, Kg 315.00 114.60 36099.00

32 10.33 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying apriming coat of approved steel primer

10.32.3 G.I pipes 40mm nominal bore(class B) Kg 39.06 150.00 5859.00

33 11.3 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete.

11.3.1 40 mm thick with 20 mm nominal size stone aggregate sqm 109.67 289.10 31705.60

34 11.6 Cement plaster skirting (upto 30 cm hieght) with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement

35 11.13 Providing and fixing glass strips in joints of terrazo/cement concrete floors.

11.13.1 40 mm wide and 4 mm thick metre 82.25 56.10 4614.23

36 11.38 Providing and laying Ceramic glazed floor tiles 300x300mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in all colours, shades, except White, Ivory, Grey, Fume Red Brow laid on 20mm thick bed of Cement Mortar 1:4 (1 Cement: 4 Coarse sand) including pointing the joints with white cement and matching pigments etc. complete. sqm 13.24 862.40 11418.18

37 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS:15622(thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12mm thick bed of cement Mortar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. sqm 7.26 795.00 5771.70

38 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I. sqm 283.00 283.30 80173.90

39 12.39 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4( 1 cement: 2 coarse sand: 4 graded stone aggregate of 20mm nominal size) over P.V.C sheet 1mx1mx400 micron, finished with 12mm cement plaster 1:3(1 cement: 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. Each 2.00 189.40 378.80

40 13.11 12mm cement plaster of mix:

13.11.4 1:6(1 cement: 6 coarse sand) sqm 94.57 141.50 13381.66

41 13.12 15mm cement plaster on the rough side of single or half brick wall of mix:

13.12.4 1:6(1 cement: 6 course sand) sqm 94.57 162.80 15396.00

42 13.13 20mm cement plaster of mix:

13.13.2 1:4(1 cement: 4 course sand) sqm 234.09 209.90 49135.49

43 13.24 6mm cement plaster to ceiling of mix:

13.24.2 1:4( 1 cement: 4 coarse sand) sqm 94.94 125.60 11924.46

44 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cement sqm 0.72 203.60 146.59

45 13.80A.1 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

46 13.77 A Distempering with 1st quality washable distemper (ready made ) of approved manufacturer and of required shade and colour complete. As per manufacture's specifications

13.77 A.1 Two or more coats on new work sqm 284.07 56.60 16078.36

47 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

13.79.1 New work (three or more coats) sqm 234.09 81.20 19008.11

48 13.81 Applying priming coat:

13.81.3 With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel works sqm 1.08 34.60 37.37

49 13.94 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:

13.94.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. sqm 15.36 116.50 1789.44

50 13.116 Forming groove of uniform size from 12x12mm and upto 25x15mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. Metre 45.00 47.10 2119.50

51 Carriage of Materials:-

Bricks -8 KM(local lead 1K+7P) %0 nos 26269.00 994.08 26113.49

Coarse sand Cum 49.78 770.28 38344.54

Stone chips Cum 61.97 2442.29 151348.71

Local Sand - 3 KM( Lead 1K+2P) Cum 69.36 316.15 21928.16

52 Add s.f.of materials:-

Coarse sand Cum 49.78 17.58 875.13

Stone chips Cum 61.97 59.53 3689.07

Local Sand Cum 69.36 14.19 984.22

53 Providing of marble Sign board. no 1.00 3800.00 3800.00

54 Providing of iron sign board no 1.00 3700.00 3700.00

LAEO WD-ARWAL LAEO WD-ARWAL

S.O.R w.e.f 17.10.2016 Say Rs.

Materials Lead Houlage with O.H & C.P Loading/ Unloading with O.H &C.P Add 14.05%GST CARRIAGE COST

Ls Lu Lk Hs Hu Hk Labour Cess(%) with O.H &C.P

9.4 Ls= Lead on surface road Hs = Houlage on surface road

11.3 Lu= Lead on unsurface road Hu= Houlage on unsurface road

22.8 Lk= Lead on kuchcha road Hk = Houlage on kuchcha road

RATE OF AS PER SOR OF RCD , DATED : 20.9.18

Domchanch to Kodarma rly st

Danapur to work site

योजना का नाम :- कुर्था प्रखंड अंतर्गत सच्चई पंचायत में सामुदायिक भवन- सह- वर्कशेड का निर्माण कार्य।

SI NO. Item rate DESCRIPTION UNIT QTY. Rate AMOUNT

1 20.2.1 Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :

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

2.29.1 All kinds of soil. 100sqm 2.70 1355.40 3,659.58

3 2.8 Earth work in excavation in foundtion trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.

2.8.1 All kinds of soil Cum 39.79 360.70 14,352.25

4 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead. Cum 23.48 123.90 2,909.17

5 2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum 69.36 287.30 19,927.13

6 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level:

4.1.3 1:2:4(1 Cement:3 coarse sand: 6 graded stone aggregate 20mm nominal size) cum 7.90 3998.10 31,584.99

7 4.1.8 1:4:8(1 Cement: 4 coarse sand: 8 graded stone aggregate 20mm nominal size) cum 1.70 2975.20 5,057.84

8 4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4(1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size). Sqm 5.89 245.60 1,446.58

9 4.12 Extra for providing and mixing water profing material in cement concrete work in the proportion recommended by the manufacturers. per 50 kg cement 1.89 57.16 108.03

10 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring ,shuttering ,finishing and reinforcement-All work puto plinth level

5.1.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) cum 17.31 4688.30 81,154.47

11 5.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement.

5.2.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) Cum 5.31 5670.00 30,107.70

12 5.3 Reinforced cement conrete work in beams, suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). cum 22.51 5335.90 120,111.11

13 5.33B.4 Add or deduct for providing richer or leaner mixes respectively at all floor levels Providing M-15grade R.C.C instead of M-20 grade R.C.C. cum 22.51 383.80 8,639.34

14 5.9 Centering and shuttering including strutting, propping etc. and removal of form for:

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 50.22 211.60 10,626.55

15 5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 88.84 437.50 38,867.50

16 5.9.4 Shelves (Cast in situ) sqm 1.23 437.50 538.13

17 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 140.06 404.70 56,682.28

18 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 86.58 494.40 42,805.15

19 5.9.15 Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. sqm 3.91 224.20 876.62

20 5.9.16 Edges of slabs and breaks in floors and walls.

5.9.16.1 Under 20cm wide Metre 44.55 130.20 5,800.41

21 5.9.19 Weather shade, Chajjas, corbels, etc. including edges. sqm 24.22 550.90 13,342.80

22 5.22 Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete.

(i) 5.22.1 Mild steel 6.00mm dia Kg 85.79 96.70 8,295.89

(ii) 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia Kg 2487.91 94.50 235,107.50

(iii) 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia Kg 486.14 92.60 45,016.56

(iv) 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia Kg 1973.17 90.80 179,163.84

(v) 5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia Kg 686.32 91.70 62,935.54

23 6.1A Brick work with bricks of class designation 100A in foundation and plinth in:

6.1.14A Cement mortar 1:6(1 cement:6 coarse sand) cum 32.56 4819.90 156,935.94

24 6.3A Extra for Brick work in superstructure above plinth level upto floor V Level cum 19.52 842.20 16,439.74

25 6.13A Brick work 7cm thick with F.P.S brick of class designation 100A in cement mortar 1:3(1 cement: 3 coarse sand) in superstructure. sqm 4.40 482.00 2,120.80

26 6.18A Half brick masonry with bricks of class designation 100A in foundations and plinth in :

6.18.4A Cement mortar 1:4 (1 cement: 4 coarse send) sqm 15.74 599.30 9,432.98

27 6.19A Extra for half Brick masonry in superstructure above pinth level upto floor V level. sqm 15.68 89.70 1,406.50

28 6.21A Extra for providing and placing in position 2 nos. 6mm dia, MS bars at every third course of half brick masonry (with F.P.S bricks) sqm 15.74 113.60 1,788.06

29 9.1.2 Providing wood work in frames of doors,windows, clerestory windows and other frames, wrought framed and fixed in position

30 10.14.1 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. KG 34.56 110.40 3,815.42

31 10.5 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings mpletejncluding applying a priming coat of approved steel primer.

10.5.1 Using M.S. angle 40x40x6 mm for diagonal braces sqm 4.87 3653.00 17,790.11

32 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.

9.48.1 Fixed to steel windows by welding Kg 16.20 144.50 2,340.90

33 9.79 Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers including necessary screws etc. complete.(best make of approved quality)

34 9.103 Providing and fixing bright finished brass 100mm mortice latch and lock with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS:1868) aluminium lever handles with necessary screws etc. complete (Best make of approved quality). Each 1.00 655.40 655.40

35 9.104 Providing and fixing aluminium tee chanals(heavy duty)with rollers,stop end in pelmets as curtain rod i m 3.15 139.70 440.06

36 10.18 Providing and fixing circular cast iron box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one ;pcf at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. Each 6.00 165.40 992.40

37 10.28 Providing and fixing bright finished brass casement window fastners of minimum weight 200 gms to side hung steel windows with necessary welding and machine screws etc. complete. Each 1.00 74.30 74.30

38 10.29 Providing and fixing bright finished brass peg stays 300mm long of minimum weight 330 gms. to side hung steel windows with necessary welding and machine screws etc. complete. Each 2.00 182.70 365.40

39 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

10.32.2 In gratings, frames, guard bar, ladders, Kg 315.00 114.60 36,099.00

40 10.33 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying apriming coat of approved steel primer

10.32.3 G.I pipes 40mm nominal bore(class B) Kg 39.06 150.00 5,859.00

41 11.3 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete.

11.3.1 40 mm thick with 20 mm nominal size stone aggregate sqm 109.67 289.10 31,705.60

42 11.6 Cement plaster skirting (upto 30 cm hieght) with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement

43 11.13 Providing and fixing glass strips in joints of terrazo/cement concrete floors.

11.13.1 40 mm wide and 4 mm thick metre 82.25 56.10 4,614.23

44 11.38 Providing and laying Ceramic glazed floor tiles 300x300mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in all colours, shades, except White, Ivory, Grey, Fume Red Brow laid on 20mm thick bed of Cement Mortar 1:4 (1 Cement: 4 Coarse sand) including pointing the joints with white cement and matching pigments etc. complete. sqm 13.24 862.40 11,418.18

45 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS:15622(thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12mm thick bed of cement Mortar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. sqm 7.26 795.00 5,771.70

46 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I. sqm 283.00 283.30 80,173.90

47 12.39 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4( 1 cement: 2 coarse sand: 4 graded stone aggregate of 20mm nominal size) over P.V.C sheet 1mx1mx400 micron, finished with 12mm cement plaster 1:3(1 cement: 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. Each 2.00 189.40 378.80

48 13.11 12mm cement plaster of mix:

13.11.4 1:6(1 cement: 6 coarse sand) sqm 94.57 141.50 13,381.66

49 13.12 15mm cement plaster on the rough side of single or half brick wall of mix:

13.12.4 1:6(1 cement: 6 course sand) sqm 94.57 162.80 15,396.00

50 13.13 20mm cement plaster of mix:

51 13.24 6mm cement plaster to ceiling of mix:

52 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cement sqm 0.72 203.60 146.59

53 13.80A.1 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

54 13.77 A Distempering with 1st quality washable distemper (ready made ) of approved manufacturer and of required shade and colour complete. As per manufacture's specifications

13.77 A.1 Two or more coats on new work sqm 284.07 56.60 16,078.36

55 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

13.79.1 New work (three or more coats) sqm 234.09 81.20 19,008.11

56 13.81 Applying priming coat:

13.81.3 With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel works sqm 1.08 34.60 37.37

57 13.94 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:

13.94.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. sqm 15.36 116.50 1,789.44

58 13.116 Forming groove of uniform size from 12x12mm and upto 25x15mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. Metre 45.00 47.10 2,119.50

59 Carriage of Materials:-

a Bricks -8 KM(local lead 1K+7P) %0 nos 26269.00 949.60 24,945.04

b Coarse sand Cum 49.78 1061.00 52,816.58

c Stone chips Cum 61.97 1879.60 116,478.81

d Local Sand - 3 KM( Lead 1K+2P) Cum 69.36 316.30 21,938.57

60 Add Extra Royality

b Coarse sand Cum 49.78 116.34 5,791.41

c Stone chips Cum 61.97 407.20 25,234.18

d Local Sand Cum 69.36 29.09 2,017.68

61 Providing of marble Sign board. no 1.00 3800.00 3,800.00

62 Providing of iron sign board no 1.00 3700.00 3,700.00

SANITARY INSTALLATION

63 17.1.1 Providing and fixing water closet squatting pan (Indian type W.C pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required:

White Vitreous china Orissa pattern W.C. pan of size 580 x 440 mm with integral type foot rests. 2.00 each 4470.90 8,941.80

64 SOR 17.35 Provding and fixing soil,waste and vent pipes

SOR 17.35.1 100 mm dia

SOR 17.35.1.1 Sand cast iron S & S pipe as per IS:1729 metre 7.00 978.30 6,848.10

65 SOR 17.40 Provding and fixing heel rest sanitary bend

SOR 17.40.1 100 mm dia

SOR 17.40.1.1 Sand cast iron S & S pipe as per IS:1729 Each 3.00 513.30 1,539.90

66 SOR 17.43.1.1 Provding and fixing single equal plain junction of required degree with access door ,insertion rubber washer 3mm thick ,bolt and nuts complete 100 X100X100 mm Sand cast iron S & S pipe as per IS:1729 Each 2.00 671.20 1,342.40

67 SOR 17.56 Provding and fixing terminal guard

SOR 17.56.1 100 mm dia

SOR 17.56.1.1 Sand cast iron S & S pipe as per IS:1729 Each 2.00 392.90 785.80

RAIN WATER PIPE

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

SOR 12.78.2 110mm diameter Metre 12.00 257.50 3,090.00

69 SOR 12.79 Providing and fixing on wall face unplasticised -PVC moulded fittings/ accessories for unplasticised PVC rainwater pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.

(i) SOR 12.79.1 Coupler

(ii) SOR 12.79.5 Bend 87.50

(iii) SOR 12.79.6 Shoe (Plain)

70 SOR 12.80 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S screws of required length including cutting brick work and fixing in cement mortar 1:4( 1 cement: 4 coarse sand) and making good the wall etc. complete.

71 SOR 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. Each 3.00 47.90 143.70

72 SOR 2.10 Excavating trenches of required width for pipes, cables etc including excavation for sockets and dressing of sides, ramming of bottoms depth upto 1.5m ,including getting out the excavated soil , and then returning the soil as required,in the layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming watering and desposing of surplus excavated soil as dirceted within a lead of 50m

SOR 2.10.1.2 pipes cables etc exceeding 80mm dia but not exceeding 300 mm dia Metr. 6.00 391.70 2,350.20

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

SOR 19.6.2 150 mm dia R.C.C. pipe Metr. 6.00 410.70 2,464.20

74 SOR 19.7 Constructing brick masonary manhole in cement mortar 1:4 (1 cement, 4 coarse sand.) R.C.C. top slab with1:2:4 mix(1 cement, 2 coars e sand, 4 graded stone aggregate 20 mm nominal size) foundation cocrete 1:4:8 mix (1cement, 4 coarse sand, 8 graded stone aggregate 40 mm nominal size.) inside plastering 12 mm thick with cement mortar 1:3 (1 cement, 3 coarse sand.) finished with floating coat of neat cement and making channels in cement concrete 1:2:4. finished with floating coat of neat cement complete as per standard design.

SOR 19.7.1 Inside size 90x80cm and 45 cm deep including C.I. cover with frame ( light duty) 455x610 mm internal diamension tatal weight of cover and fram to be not less than 38 kg (weight of cover23 kg and weight of frame 15 kg )

SOR 19.7.1.1 With cmmon burnt clay F.P.S. (non modular)bricks with class designation 7.5 Each 1.00 7914.70 7,914.70

75 SOR 19.33 Constructing soak pit 1.20x1.20x1.20 filled with brick bats including S.W.drain pipe 100 mm diameter and 1.20 m long complete as per standard design

76 Boring / drilling bore well of required dia for casing / strainer pipe by suitable method prescribed in IS: 2800(part l) including collecting samples from different strata, preparing and submitting strata chart / bore log, including hire & machineries required for the job, all complete as per direction of Engineer - in - charge. upto 90 metre depth below ground level 300/250 mm dia bore hole for inserting of 125 mm dia U.P.V.C. casing pipe / slotted pipe U.P.V.C screen pipes for installation mark ll hand pump.

24.1.1.1 All types of soil

(i) From G.L. to 90 mtrs depth P/M 70.00 486.80 34,076.00

77 24.15.2 Providing and fixing Bail plug/ Bottom plug of 150 mm dia to the bottom of pipe assembly of tubewell as per IS:2800m each 1.00 281.80 281.80

78 24.14.2 Providing and fixing M.S. clamp of 150 mm dia to the top of casing/ housing pipe of tubewell.

79 24.4.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-incharge m 6.00 354.90 2,129.40

80 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water. hrs 1.00 916.80 916.80

81 24.3.2 Supplying, assembling, lowering and fixing in vertical position in bore well, nplasticized PVC medium well casing (CM) pipe (A) 150 MM DIA m 46.00 660.10 30,364.60

82 24.3.4 Supplying, assembling, lowering and fixing in vertical position in bore well, nplasticized PVC medium well casing (CM) pipe (B) 50 MM DIA m 40.00 236.70 9,468.00

83 Providing all material and labour and construction 1.85 mtrs dia circular PCC ( 1:2:4 ) UNICEF design platform with foot rest etc all complete. each 1.00 5950.00 5,950.00

84 Providing all materials, labours, equipments for construction PCC (1:2:4) 1drain as per specification and UNICEF design etc all complete job. P/M 2.00 671.00 1,342.00

85 Cost of Materials:-

LS Hand Pump India Marka ll conforming to I.S.:15500 (pt-1to8) /2004 each 1.00 9192.00 9,192.00

Septic Tank and Soak Pit

86 2.8.1 Providing earth work in excavation Septic tank Soakpit upto 3 m deep . cum 19.01 360.7 6,856.91

87 B-2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 0.714 287.3 205.13

88 B-11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, sqm 4.76 283.3 1,348.51

89 B-4.1.3 Providing P.C.C(1:2:4) in F&P ……do….do…..all complete job cum 1.042 3998.1 4,166.02

90 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 rr,m nominal size) cum 0.367395 4688.3 1,722.46

91 6.1.12A Providign 100A B/W(1:4) in superstructure etc. all complete job. cum 2.778 5017.9 13,939.73

92 6.1.14A Providign 100A B/W(1:6) in superstructure etc. all complete job. cum 2.41152 4819.9 11,623.29

93 5.22.7B Providing M-S reinfrocement etc .all complete job. kg 36.7395 92.6 3,402.08

94 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of near cement sqm 9.86 203.6 2,007.50

95 13.11.4 Providing 20 mm thick C.P (1:3) in all etc. all complete job. sqm 1.8 141.5 254.70

96 0285D 63 mm size brick aggrigate outer side of soak pit cum 1.985 1247 2,475.30

97 Carriage of materials

b) local sand (3 KM.) cum 0.786 316.30 248.61

e) Stone chip cum 1.240 1879.60 2,330.70

98 Add Extra Royality

b) local sand (3 KM.) cum 0.786 29.09 22.86

e) Stone chip cum 1.240 407.20 504.93

99 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth )

100 20.3A.2 63 CM (25) UNDER -REAM Making 63 cm (25) dia under ream at required with hand auger of approved quality in ordinary soil (vide classification of soil ifem - A) true to plumb and without eccentri city in my stage of oprationand disposal of the excavated earth up to 50 mts lead ineluding all lifts , all complete as per approved design and direction of (E/l)

101 2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum 1.73 287.30 497.03

102 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I. sqm 14.38 283.30 4,073.85

103 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work puto plinth level

5.1.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) cum 8.06 4688.30 37,787.70

104 5.9 Centering and shuttering including strutting, propping etc. and removal of form for:

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 23.05 404.70 9,328.34

105 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 55.72 494.40 27,547.97

106 5.9.15 Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. sqm 10.93 224.20 2,449.39

107 5.22 Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete.

(ii) 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia Kg 104.98 94.50 9,920.61

(iii) 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia Kg 403.78 92.60 37,390.03

(iv) 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia Kg 621.81 90.80 56,460.35

108 6.1A Brick work with bricks of class designation 100A in foundation and plinth in:

6.1.14A Cement mortar 1:6(1 cement:6 coarse sand) cum 10.61 4819.90 51,139.14

109 6.3A Extra for Brick work in superstructure above plinth level upto floor V Level cum 10.61 842.20 8,935.74

110 9.48 Providing and fixing M.S grills of required pattern in frames of windows etc. with M.S flats, square or round bars etc. all complete.

9.48.2 Fixed to openings / wooden frames with rawl plugs screws etc. Kg 734.25 161.10 118,287.68

111 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

10.32.2 In gratings, frames, guard bar, ladders, Kg 126.00 114.60 14,439.60

112 13.11 12 mm cement plaster on the rough side of single or half brick wall of mix:

113 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

13.79.1 New work (three or more coats) sqm 177.59 81.20 14,420.31

114 13.81 Applying priming coat:

13.81.3 With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel works sqm 33.38 34.60 1,154.95

115 13.94 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:

13.94.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. sqm 45.98 116.50 5,356.67

116 Carriage of Materials:-

Bricks -8 KM(local lead 1K+7P) %0 nos 5705.00 949.60 5,417.47

Coarse sand Cum 14.73 1061.00 15,628.53

Stone chips Cum 14.78 1879.60 27,780.49

Local Sand - 3 KM( Lead 1K+2P) Cum 1.95 316.30 616.79

117 Add Extra Royality

Coarse sand Cum 14.73 116.34 1,713.69

Stone chips Cum 14.78 407.20 6,018.42

Local Sand Cum 1.95 29.09 56.73

118 Wiring for light point/ fan point/ exhaust fan point / call bell point with 1.5 Sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit with piano type switch, modular plate, suitable size G.I. box and earthing the point with 1.5 sq mm FR PVC insulated copper conductor single core cable etc as required. Group- B a. Light/ call bell points - 27 b. Ceiling fan points - 07 c. Ex. Fan points - 02 Total - 36Point 36 559.00 20,124.00

119 Supplying and fixing 3 pin 5/6 amps socket outlet & 6A switch piano type on the existing switch box including connections etc. as required. Point 3 122.00 366.00

120 Supplying and fixing suitable size GI/PVC box on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet & 6A switch piano type connection painting etc. as required. Point 2 362.00 724.00

121 Supplying and drawing low resistance co-axial T.V cable RJ-6 grade copper conductor PE insulated, with PVC sheath in the existing PVC concuit etc. as required. Meter 10 29.00 290.00

122 Supplying and fixing piano type T.V antenna socket on the existing metal box including making connection, etc. as required. Each 1 53.00 53.00

123 Wiring for circuit/ submain wiring along with earth wire with the following sizes PVC insulated copper conductor, single core cable in surface / recessed PVC conduit as required.

124 4 x 6.0 sq. mm + 1 x 6.0 sq. mm earth wire Meter 25 410.00 10,250.00

125 Supplying and fixing metal box of following size in recess with suitable size of phenolic laminated sheet cover in the front including painting etc. as required.

75mmX75mmX60mm Each 1 93.00 93.00

MAIN PANEL & D.B.s

126 Supplying and fixing 8 way double door sinle pole and Neutral sheet steel M.C.B. D.B, 240 Volts in recess, complete with tinned copper busbar, neutral bus bar, earth bar, din bar , detachable gland plate, interconnection, phosphatized and powder painted including nting, earthing etc. as required ( But without MCB/ RCCB/Isolator)(UPS DB)Each 1 1004.00 1,004.00

127 Supplying and fixing of following rating C series MCB suitable for inductive and other loads of following poles in the existing MCB DB complete witth connections ,testing and commissioning etc. as required .

(i) 6 Amp. To 32 Amp. SP MCB 240 Volt Each 6 192.00 1,152.00

(ii) 32 Amp SPN MCB 240 Volt Each 1 729.00 729.00

128 Earthing with G.I earth pipe 4.5 mt. long 40mm dia including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. including providing salt and charcoal for pipe earth electrode as required. Set 2.00 5125.00 10,250.00

129 Providing and laying earth connections from earth electode with 4.00 mm. Dia copper wire in 15 mm. Dia G.I.pipe from earth electrode as required. Meter 10.00 269.00 2,690.00

130 Providing and fixing 25mmX5mm GI strip on surface for connection etc as required. Meter 10.00 150.00 1,500.00

131 Providing and fixing 4mm dia copper wire on surface or in recess for loop earthing etc as required. Meter 10.00 116.00 1,160.00

SUPPLY AND INSTALLATION OF FIXTURES

132 Supplying and fixing bulkhead fitting die cast aluminium alloy body with prismatic glass cover suitable for the GLS/CFL lamp directly on wall/ ceiling including connections with 1.5 sq.mm FR PVC insulated, copper conductor single core cable etc. as required. Each 11 445.00 4,895.00

133 Supplying and fixing 2 pin 5 Amp ceiling rose on the existing junction box/ PVC box including connection etc as required. Each 15 42.00 630.00

134 Supplying and fixing batten / angle holder including connections with 1.5 sq.mm FR PVC insulated, copper conductor single core cable etc. as required. Each 3 46.00 138.00

135 Supplying and fixing following types lamp in existing electrical fitting/ fixture etc as required.

18 watt CFL lamp Each 3 221.00 663.00

136 Supplying and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rods of stanard length ( upto 30 cm) with 1.5 sq. mm FR PVC insulated insulated copper conductor etc as required. Each 7 1618.00 11,326.00

137 Supply and Installation of 300 mm, 230 V A.C. exhaust fan in the existing opening, including making good the damage, including making good the damage, connection, testing, commissioning etc. as required. Each 2 1483.00 2,966.00

138 Supplying and fixing powder coated strip fitting complete with electronic ballast, 4'x40 watt fluorescent lamp etc. directly on ceiling / wall including connections with 1.5 sq.mm FR PVC insulated, copper conductor single core cable etc. as required. Each 13 447.00 5,811.00

Add GST @ 18 % in place of 12 % GST with multiplying factor 1.0536 147,111.40

139 Add Seigniorage Fee

Coarse sand Cum 66.702 35.08 2,339.91

Stone chips Cum 77.99 115.78 9,029.68

Local Sand Cum 72.096 24.19 1,744.00

Total (B) 30,950.28

Lead Houlage with O.H & C.P

9.4 Ls= Lead on surface road Hs = Houlage on surface road

11.3 Lu= Lead on unsurface road Hu= Houlage on unsurface road

22.8 Lk= Lead on kuchcha road Hk = Houlage on kuchcha road

RATE OF AS PER SOR OF RCD , DATED :

Detailed Estimate of CIVIL Works

SL NO ITEM NO DESCRIPTION UNIT NO LENGTH WIDTH H/D QUANTITY

1 20.2 Providing and installing cast in situ single under reamed piles

20.2.1 300 mm dia pile

2 2.29.1 Surface dressing of the ground

Total sqm 270.00

Total Qty. in term of 100sqm 2.70

3 2.8.1 Earth work in excavation in foundation

Trench for ramp 1 9.40 0.65 1.00 6.11

Trench for ramp 2 1.400 0.65 1.00 1.82

Total cum 39.79

4 2.26 Earth work in back filling

Total E/W in excavation cum 39.79

Less local sand filling in foundation cum -3.75

LessPCC in foundation cum -1.70

LessRCC in foundation cum -10.85

Total cum 23.48

5 2.28 S/Filing Local sand in Foundation&Plinth

Sub Total of (a ) cum 3.75

plinth area sqm 1 9.14 9.14 83.54

Urinal sqm 2 1.35 2.00 5.40

Landing platform sqm 1 3.00 1.50 4.50

Total plinth area sqm 105.15

Qty of sand cum 105.15 0.750 78.87

lesss Urinal 2 1.35 2.00 0.450 -2.43

Less PCC in plinth cum 11.37 0.10 -1.14

Less RCC in tie beam cum -5.44

Less brick work in plinth cum -8.17

Sub Total of (b ) cum 65.61

Total sand filling(a+b) cum 69.36

6 4.1 P/L PCC In

(a) in foundation under footing

(b)in plinth under floor

under step 1 3.20 1.075 3.44

under step 2 1.05 0.325 0.68

Sub Total of PCC area sqm 11.37

Qty of PCC in plinth cum 11.37 0.075 0.85

PCC band over Ramp wall cum 1 11.55 0.25 0.050 0.14

Area b/w boundary wall and work shed sqm 2 15.00 2.75 0.05 4.13

Tube well platform 1 1.20 1.20 0.075 0.11

Total PCC cum 7.90

4.1.5 PCC 1:3:6 in plinth under floor

(a) in foundation under footing

4.1.8 PCC 1:4:8 in foundation

Sub total of(a) cum 1.70

7 4.11 Providing 50 mm th. DPC at plinth level 21.39 0.25 5.35

8 4.12 Extra for providing water proofing material per 50 kg of 5.89 0.32 1.89

9 5.1 Prov.RCC M20

5.1.2 All work up to plinth level

Sub total cum 10.85

along grid-A,B,C 3 7.94 0.25 0.30 1.79

Sub total of tie beam cum 5.44

Sub total of column cum 1.02

Total RCC up to plinth cum 17.31

10 5.2 All work from plinth level upto floor V level

5.2.2 (a)Walls columns, pillars, posts cind struts

11 5.3 roof beam, Roof slab,Lintel,Stair case,Chajja, Band

(i) Lintel level beam

sub total of Lintel beam cum 3.02

(ii) Gr. Floor roof beam

along grid-A,B,C 3 7.94 0.25 0.40 2.38

sub total of Gr. Floor roof beam cum 6.51

Total of beam cum 9.54

(i) Gr. floor roof slab

Slab area (hall) sqm 1 9.14 9.14 83.54

Slab area (room) sqm 1 3.55 3.30 11.72

Slab area (toilet) sqm 2 1.50 1.10 3.30

Gr. Floor roof area sqm 98.55

floor slab cum 98.55 0.125 12.32

Projection slab 1 43.80 0.15 0.125 0.82

Less -1st floor beam 1 65.130 0.25 0.125 -2.04

sub total of Gr. Floor roof slab cum 11.11

(d )Lintel & band - over 250mm thick wall

(i) Lintel over 250mm thick wall

Sub Total cum 0.20

(ii) band over 250mm thick wall

parapet 0 0 0 0.10 0.00

parapet 0 0 0 0.10 0.00

Sub Total cum 0.00

(iii) Lintel over 125mm thick wall

Sub Total cum 0.04

(iv) band over 125mm thick wall

Sub Total cum 0.00

Total in Lintel(d ) cum 0.24

Sub Total (f) cum 1.54

(g) Shelves cast in situ

Sub Total (g) cum 0.09

Total of Beam, Slab ,etc cum 22.51

12 5.35 Add or deduct for providing richer or leaner mixes respectively at all floor levels Providing M-15grade R.C.C instead of M-20 grade R.C.C

Qty. same as vide item no. 11 (cum.) 22.51

13 5.9 Centering&shuttering

5.9.1 Foundation

Ramp trench 1 19.50 0.125 2.44

Ramp trench 2 3.75 0.125 0.94

Total sqm 50.22

5.9.3 Roof&landing

Roof&landing Vide 5.3(b) sqm 88.84

Total sqm 88.84

5.9.4 Shelves (Cast in situ)

Shelves sqm 1.23

Tie beam at EGL 1 72.53 0.60 43.52

Lintel level beam 1 48.39 0.75 36.29

Total sqm 140.06

column up to plinth

Column avove plinth

Total sqm 86.58

5.9.15 lintel (up to 1.5m span)

band at plinth level 1 0.00 0.000 0.00

band at Lintel level 1 0.00 0.200 0.00

band at parapet level 1 0.00 0.200 0.00

5.9.16.1 Edges of slab under 20 cms wide

5.9.19 chajja sqm 20.47

face of chajja 1 45.49 0.075 3.41

side of chajja 10 0.450 0.075 0.34

Total sqm 24.22

14 5.22 Reinforcement for RCC work

300 mm dia pile:

Less in stem cum 32 0.7857 0.09 0.375 -0.85

under ream cum 32 0.098 3.14

Total of 300 mm dia pile Conc. cum 10.21

Pile 300mm dia kg 10.21 50 469.66

Pilecap kg 10.85 60 651.096

Tie beam kg 5.44 132 718.047

Lintel ,staircase,chajja,stiffner etc kg 1.87 150 280.464375

Total Reinforcement kg 0.00 5719.33

Total RCC cum 55.34 103.3539177

Total RCC cum 55.34

Check:-RCC cum 55.34

GR Floor area sqm 100.65

Mumty sqm 0 0 0 0.00

Total area - sqm 100.65

i.e. Per Sqm of roof area cum 0.550

Check:- steel Kg 5719

Steel In KG Per Sqm of Roof area kg 56.824

Steel - In Kg Per Cum of RCC kg 103.3539177

% of steel-along with RCC(by volume) % 1.317

15 6.1.14A 100A Brick work in Cm 1:6 in F/p

(a) in foundation & plinth

In ramp foundation 1 1.40 0.25 0.75 0.26

Sub total of(a-i) cum 4.87

External cum 1 65.13 0.25 0.45 7.33

Ramp platform 1 4.50 0.25 0.75 0.84

Sub total of(a-ii) cum 8.17

Total of (a) cum 13.04

Toilet wall 1 4.40 0.25 2.30 2.53

Less 125mm th wall 1 1.2 0.25 2.1 -0.63

Total B/W inS/S cum 19.52

Total of (a+b) cum 32.56

16 6.3A Extra for Brick work in superstructure above plinth level

Total B/W inS/S cum 19.52

17 6.13A 7 cm Brick work with bricks ofclass 100A in CM

1:3 in superstructure

in sailing coarse along parapet

Below T.V. floor 1 1.20 0.10 0.12

18 6.18.4A Half brick work with bricks of100 in cm 1:4

(a) up to plinth

Total 125 mm Th B/W up to plinth sqm 0.06

LessRCC in lintel sqm -0.35

Total 125 mm Th B/W inS/S sqm 15.68

Total 125 mm Th B/W sqm 15.74

19 6.19A Extra for half Brick masonry in superstructure above pinth level

20 6.21A Extra for providing 2 nos 6 mm dia ms bars

Qty same as 125 mm Th B/W sqm 15.74

21 9.1.2 Sal wood in choukhat of doors

22 10.14.1 Providing and fixing T-iron frames for doors, windows and ventilators of mild………..

WINDOW W1 1 4.200 4.20

AT THE RATE OF 2.4 KG/M 34.56

23 10.5.1 Providing and fixing 1 mm thick M.S. sheet door

24 9.48 P& F M.S grills

9.48.1 Fixed to steel windows Vide-/10.5.1 sqm 1.08

Total area of steel windows sqm 1.08

Wt of grill @ 15 kg per Sqm of grill area kg 1.08 15.0 16.20

25 9.79 P & F cupboard or ward robe locks

26 9.103 Bright finished 100mm mortice lock nos 1 1.00

27 9.104 Providing and fixing aluminium tee curtain rod

28 10.21 Providing and fixing circular cast iron box for ceiling fan clamp nos 6 6.00

29 10.28 Steel window fastner nos 1 1.00

30 10.29 Steel window peg stays nos 2 2.00

31 10.32.2 Steel work welded in built up sections

Ramp railing 1 10.50 1.20 12.600

Total railing area sqm 12.600

(Wt. @ 25kg per sqm m)

32 10.33.3 40mm dia G.I pipe in stair hand rail

(Wt. @3.72 kg per m) Total kg 39.06

33 11.3.1 40 MM Th.Cement concrete flooring 1:2:4(

below T.V. shelf 1 1.20 0.30 0.36

Door sill D1 1 1.05 0.25 0.26

Ramp platform 1 3.00 1.50 4.50

back step 2 1.00 0.25 0.50

Tube well platform 1 1.20 1.20 1.44

Total sqm 109.67

34 11.6.1 18 mm th.Cement plaster 1:3 in skirting

Side of below T.V. shelf 2 0.30 0.60

column 8 1.20 9.60

Total length of skirting m 31.54

skirting sqm 31.54 0.15 4.73

Tube well platform 1 4.80 0.05 0.24

Total skirting sqm 4.97

35 11.13.1 Providing and fixing glass strips

glass [email protected] m/sqm of floor area

36 11.38 Providing and Laying 300 x300 mmCeramic

glazed floor tiles in toilets

Total Ceramic glazed floor tiles sqm 13.24

37 11.36 Ceramic glazed wall tiles in dado

Door jambs 4 0.075 0.75 0.23

sub Total sqm 8.39

38 11.72 100A one brick flat soling in plinth

Foundation Vide-/4.1.3(a) sqm 22.73

Ramp trench 1 9.250 0.500 4.63

Ramp trench 2 1.375 0.500 1.38

under plinth Vide-/4.1.3(b) sqm 100.21

under tie beam 1 72.53 0.25 18.13

Area b/w boundary wall and work shed sqm 2 15.00 2.75 82.53

Total sqm 283.00

11.76 Providing average 150mm thick dry rammed khoa

Vide-/2.28(b) sqm 105.15

under step 1 3.20 1.075 3.44

under step 2 1.05 0.325 0.68

Less plan area of beam at plinth sqm 1 72.53 0.25 -18.13

Tube well platform 1 1.35 1.35 1.82

Total sqm 100.21

39 12.39 Making Khurras nos 2 2.00

40 13.11.4 Internal Cement Plaster

Lintel soffits 1 26.92 0.250 6.73

Less- Skirting 11.6.1 sqm -4.97

" glazed tiles Vide-11.36 sqm -7.26

sub total sqm 189.13

41 13.12.4 15mm CP 1:6 in internal surfaces sqm 50% 189.13 94.57

42 13.13.2 20mm CP 1:4 in external surfaces

External(all around) 1 48.56 4.48 217.55

Plain chajja(top and bottom) sqm 40.94

Plain chajja side sqm 1 45.49 0.075 3.41

Plain chajja side sqm 10 0.45 0.075 0.34

parapet top 1 54.40 0.250 13.60

Hall opening 1 24.16 2.100 -50.74

Total External plaster sqm 234.09

43 13.24.2 6mm CP 1:4 in ceiling

Total sqm 94.94

44 13.17.1 12 mm cement plaster 1:3

45 13.80A.1 Putty of average thickness 1 mm

Vide-/13.24.2 sqm 94.94

Total sqm 284.07

46 13.77A.1 Distempering with 1st quality

Vide-/13.24.2 sqm 94.94

Total sqm 284.07

47 13.79.1 Water proof cement paint

External portion

Total sqm 234.09

48 13.81 Applying priming coat

13.81.3 yellow primer on steel surfaces

grill Vide-/9.82.1 sqm 1.08

49 13.94.1 synthetic enamel paint on wooden & steel

Same Vide-/13.81.1+/13.81.3 sqm 1.08

Railing sqm 12.60

Hand rail sqm 10.50 0.16 1.68

Total sqm 15.36

50 13.116 Forming groove of12x12mm and up to

all around: horizontal 1 45.00 45.00

51 MATERIAL CONSUMPTION

S.N. Item Unit Quan. Cement Sand S.C Bricks

(In Bag) (M3) (M3) (Nos)

1 Local Sand cum 69

2 Brick Flat Soling sqm 283.00 9129.58

18 18mm Th C.P 1:3 In Skirting sqm 4.97 1.3916 0.12425

19 Ceramic Tiles in dado sqm 7.26 1.80 0.11

20 Kota+Marble Flooring sqm 0.00 0.00 0.00

21 Kota+Marble Skirting sqm 0.00 0.00 0.00

22 20mm Th C.P 1:3 In Water Proofing sqm 0.00 0.00 0.00

24 Ceramic floor tiles sqm 13.24 3.29 0.33

LAEO WD-ARWAL LAEO WD-ARWAL

L.sand Cement Sand S.C Bricks

1 Local Sand M3 1

2 Brick Flat Soling M2 0.0153 38

12 Kota+Marble Flooring M2 0.2982 0.0253

13 Kota+Marble Skirting M2 0.2748 0.0153

14 Ceramic Tiles in dado M2 0.2484 0.015

15 20mm Th C.P 1:3 In Water Proofing M2 0.02 0.0238

16 120mm Th I.C. Based Water Proofing M2 0.4968 0.0318

17 Ceramic Floor Tiles M2 0.2484 0.0253

18 Mosaic Tiles in skirting over 12mm th.CP (1:3) M2 0.1468 0.121

19 Mosaic Tiles Flooring over 20mm th. (1:4) M2 0.268 0.224

योजना का नाम :- कुर्था प्रखंड अंतर्गत कोदमरई पंचायत के ग्राम अलावलपुर में सामुदायिक भवन- सह- वर्कशेड का निर्माण कार्य

PROPOSED COMMUNITY HALL

CLINT-BIHAR MAHADALIT VIKKASH MISSION,PATNA

ESTIMATE OF COST (P.H.E. WORKS)

ITEMS COVERED UNDER( S.O.R. -B.C.D 01.01.2022)

S.N. Ref. Description Unit Quantity Rate Amount

SANITARY INSTALLATION

1 17.1.1 Providing and fixing water closet squatting pan (Indian type W.C pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required:

White Vitreous china Orissa pattern W.C. pan of size 580 x 440 mm with integral type foot rests. 2.00 each 4470.90 8942.00

2 SOR 17.35 Provding and fixing soil,waste and vent pipes

SOR 17.35.1 100 mm dia

SOR 17.35.1.1 Sand cast iron S & S pipe as per IS:1729 metre 7.00 978.30 6848.10

3 SOR 17.40 Provding and fixing heel rest sanitary bend

SOR 17.40.1 100 mm dia

SOR 17.40.1.1 Sand cast iron S & S pipe as per IS:1729 Each 3.00 513.30 1539.90

4 SOR 17.43 Provding and fixing single equal plain junction of required degree with access door ,insertion rubber washer 3mm thick ,bolt and nuts complete

SOR 17.43.1.1 Sand cast iron S & S pipe as per IS:1729 Each 2.00 671.20 1342.40

5 SOR 17.56 Provding and fixing terminal guard

SOR 17.56.1 100 mm dia

SOR 17.56.1.1 Sand cast iron S & S pipe as per IS:1729 Each 2.00 392.90 785.80

RAIN WATER PIPE

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

SOR 12.78.2 110mm diameter Metre 12.00 257.50 3090.00

7 SOR 12.79 Providing and fixing on wall face unplasticised -PVC moulded fittings/ accessories for unplasticised PVC rainwater pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.

SOR 12.79.1 Coupler

SOR 12.79.5 Bend 87.50

SOR 12.79.6 Shoe (Plain)

8 SOR 12.80 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S screws of required length including cutting brick work and fixing in cement mortar 1:4( 1 cement: 4 coarse sand) and making good the wall etc. complete.

9 SOR 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. Each 3.00 47.90 143.70

1 SOR 2.10 Excavating trenches of required width for pipes, cables etc including excavation for sockets and dressing of sides, ramming of bottoms depth upto 1.5m ,including getting out the excavated soil , and then returning the soil as required,in the layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming watering and desposing of surplus excavated soil as dirceted within a lead of 50m

(A) SOR 2.10.1.2 pipes cables etc exceeding 80mm dia but not exceeding 300 mm dia Metr. 6.00 391.70 2350.20

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

(A) SOR 19.6.2 150 mm dia R.C.C. pipe Metr. 6.00 410.70 2464.20

3 SOR 19.7 Constructing brick masonary manhole in cement mortar 1:4 (1 cement, 4 coarse sand.) R.C.C. top slab with1:2:4 mix(1 cement, 2 coars e sand, 4 graded stone aggregate 20 mm nominal size) foundation cocrete 1:4:8 mix (1cement, 4 coarse sand, 8 graded stone aggregate 40 mm nominal size.) inside plastering 12 mm thick with cement mortar 1:3 (1 cement, 3 coarse sand.) finished with floating coat of neat cement and making channels in cement concrete 1:2:4. finished with floating coat of neat cement complete as per standard design.

(a) SOR 19.7.1 Inside size 90x80cm and 45 cm deep including C.I. cover with frame ( light duty) 455x610 mm internal diamension tatal weight of cover and fram to be not less than 38 kg (weight of cover23 kg and weight of frame 15 kg )

SOR 19.7.1.1 With cmmon burnt clay F.P.S. (non modular)bricks with class designation 7.5 Each 3.00 7914.70 23744.10

4 SOR 19.33 Constructing soak pit 1.20x1.20x1.20 filled with brick bats including S.W.drain pipe 100 mm diameter and 1.20 m long complete as per standard design

5 Boring / drilling bore well of required dia for casing / strainer pipe by suitable method prescribed in IS: 2800(part l) including collecting samples from different strata, preparing and submitting strata chart / bore log, including hire & machineries required for the job, all complete as per direction of Engineer - in - charge. upto 90 metre depth below ground level 300/250 mm dia bore hole for inserting of 125 mm dia U.P.V.C. casing pipe / slotted pipe U.P.V.C screen pipes for installation mark ll hand pump.

24.1.1.1 All types of soil

(i) From G.L. to 90 mtrs depth P/M 70.00 486.80 34076.00 114

6 24.15.2 Providing and fixing Bail plug/ Bottom plug of 150 mm dia to the bottom of pipe assembly of tubewell as per IS:2800m each 1.00 281.80 281.80

7 24.14.2 Providing and fixing M.S. clamp of 150 mm dia to the top of casing/ housing pipe of tubewell.

8 24.4.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-incharge m 6.00 354.90 2129.40

9 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water. hrs 1.00 916.80 916.80

10 24.3.2 Supplying, assembling, lowering and fixing in vertical position in bore well, nplasticized PVC medium well casing (CM) pipe (A) 150 MM DIA m 46.00 660.10 30364.60

11 24.3.4 Supplying, assembling, lowering and fixing in vertical position in bore well, nplasticized PVC medium well casing (CM) pipe (B) 50 MM DIA m 40.00 236.70 9468.00

12 Providing all material and labour and construction 1.85 mtrs dia circular PCC ( 1:2:4 ) UNICEF design platform with foot rest etc all complete. each 1.00 5950.00 5950.00

13 Providing all materials, labours, equipments for construction PCC (1:2:4) 1drain as per specification and UNICEF design etc all complete job. P/M 2.00 671.00 1342.00

Cost of Materials:-

14 LS Hand Pump India Marka ll conforming to I.S.:15500 (pt-1to8) /2004 each 1.00 9192.00 9192.00

Cost of India Marka ll Hand pump (B) 95252.00

Cost of Septic Tank and Soak Pit ( C ) 57156.30

Total Cost(A+B+C):- 210769.77

LAEO, WD-ARWAL LAEO, WD-ARWAL

LAEO WD-02 DANAPUR LAEO WD-02 DANAPUR

PROPOSED COMMUNITY HALL , BIHAR MAHADALIT VIKKASH MISSION,PATNA

Estimated Cost: 57156.30

SL Ref. NO L B H Quantity Unit Rate(m2/m3) Amount in Rs.

1 2.8.1 Providing earth work in excavation

Septic tank 1 2.8 1.7 1.95 9.282

Soakpit upto 3 m deep 1 0.785 2 3 9.42

2 B-2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

3 B-11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,

Cap beam 1 2.8 1.7 4.76

4 B-4.1.3 Providing P.C.C(1:2:4) in F&P ……do….do…..all complete job

5 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 rr,m nominal size)

6 6.1.12A Providign 100A B/W(1:4) in superstructure etc. all complete job.

6.1.14A Providign 100A B/W(1:6) in superstructure etc. all complete job.

7 5.22.7B Providing M-S reinfrocement etc .all complete job.

10 MM DIA TMT BAR 0.367

8 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of near cement

9 13.11.4 Providing 20 mm thick C.P (1:3) in all etc. all complete job.

10 0285D 63 mm size brick aggrigate outer side of soak pit 3.14 1.55 0.15 2.5 1.825

A Total 48001.85

11 Carriage of materials

b) local sand (3 KM.) 0.786 cum 316.15 248.38

e) Stone chip 1.240 cum 2442.29 3028.44

12 S.F. of material

b) local sand (3 KM.) 0.786 cum 14.19 11.15

c)Sone sand (82+1) 2.192 cum 17.58 38.54

d) Cement ( 3 KM.P) 0.000 MT 0.00 0.00

e) Stone chip 1.240 cum 59.53 73.82

B Total 9154.45

C Say Rs. 57156.30

13 Calculation for material consumption

Item Qty Unit Cement Chips Sand Brick L.Sand

bags cum cum nos cum

Local sand filling 0.714 cum 0.714

Brick Flat Soling 4.760 sqm 154 0

150 mm thick Dry rammed khoa 0.000 sqm 0 0

52 mm thick Concrete flooring (1:2:4) 0.000 sqm 0 0.00 0

12 mm plaster 1:6 9.86 sqm 1 0

15 mm plaster 1:6 1.800 sqm 0 0

6 mm plaster 1:4 0.000 sqm 0 0

LAEO WD ARWAL LAEO WD ARWAL

योजना का नाम :- कुर्था प्रखंड अंतर्गत कोदमरई पंचायत के ग्राम अलावलपुर में सामुदायिक भवन- सह- वर्कशेड का निर्माण कार्य

PROJECT :PROPOSED COMMUNITY HALL CUM WORK SHED WITH URINAL & WATER POINT

NAME OF WORK : BOQ & ESTIMATE FOR ELECTRICAL INSTALLATION & FIXTURES

Sl. No Item of work Unit Quantity Rate (Rs) Amount (Rs.) Remarks

1 Wiring for light point/ fan point/ exhaust fan point / call bell point with 1.5 Sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit with piano type switch, modular plate, suitable size G.I. box and earthing the point with 1.5 sq mm FR PVC insulated copper conductor single core cable etc as required. Group- B a. Light/ call bell points - 27 b. Ceiling fan points - 07 c. Ex. Fan points - 02 Total - 36 Point 36 559.00 20124.00 1.1.2 5

2 Supplying and fixing 3 pin 5/6 amps socket outlet & 6A switch piano type on the existing switch box including connections etc. as required. Point 3 122.00 366.00 1.24.4

3 Supplying and fixing suitable size GI/PVC box on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet & 6A switch piano type connection painting etc. as required. Point 2 362.00 724.00 1.31

4 Supplying and drawing low resistance co-axial T.V cable RJ-6 grade copper conductor PE insulated, with PVC sheath in the existing PVC concuit etc. as required. Meter 10 29.00 290.00 1.17

5 Supplying and fixing piano type T.V antenna socket on the existing metal box including making connection, etc. as required. Each 1 53.00 53.00 1.23.7

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

2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire (Circuit wiiring) Meter 30 130.00 3900.00 1.7.1

4 x 6.0 sq. mm + 1 x 6.0 sq. mm earth wire Meter 25 410.00 10250.00 1.7.11

7 Supplying and fixing metal box of following size in recess with suitable size of phenolic laminated sheet cover in the front including painting etc. as required. 1.22

75mmX75mmX60mm Each 1 93.00 93.00 1.22.1

MAIN PANEL & D.B.s

8 Supplying and fixing 8 way double door sinle pole and Neutral sheet steel M.C.B. D.B, 240 Volts in recess, complete with tinned copper busbar, neutral bus bar, earth bar, din bar , detachable gland plate, interconnection, phosphatized and powder painted including nting, earthing etc. as required ( But without MCB/ RCCB/Isolator)(UPS DB) Each 1 1004.00 1004.00 2.8.6

9 Supplying and fixing of following rating C series MCB suitable for inductive and other loads of following poles in the existing MCB DB complete witth connections ,testing and commissioning etc. as required . 2.12

6 Amp. To 32 Amp. SP MCB 240 Volt Each 6 192.00 1152.00 2.12.1

32 Amp SPN MCB 240 Volt Each 1 729.00 729.00 2.12.3

10 Earthing with G.I earth pipe 4.5 mt. long 40mm dia including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. including providing salt and charcoal for pipe earth electrode as required. Set 2.00 5125.00 10250.00 3.2

11 Providing and laying earth connections from earth electode with 4.00 mm. Dia copper wire in 15 mm. Dia G.I.pipe from earth electrode as required. Meter 10.00 269.00 2690.00 3.13

12 Providing and fixing 25mmX5mm GI strip on surface for connection etc as required. Meter 10.00 150.00 1500.00 3.15

13 Providing and fixing 4mm dia copper wire on surface or in recess for loop earthing etc as required. Meter 10.00 116.00 1160.00 3.17

SUPPLY AND INSTALLATION OF FIXTURES

14 Supplying and fixing bulkhead fitting die cast aluminium alloy body with prismatic glass cover suitable for the GLS/CFL lamp directly on wall/ ceiling including connections with 1.5 sq.mm FR PVC insulated, copper conductor single core cable etc. as required. Each 11 445.00 4895.00 5.7

15 Supplying and fixing 2 pin 5 Amp ceiling rose on the existing junction box/ PVC box including connection etc as required. Each 15 42.00 630.00 1.33

16 Supplying and fixing batten / angle holder including connections with 1.5 sq.mm FR PVC insulated, copper conductor single core cable etc. as required. Each 3 46.00 138.00 1.34

17 Supplying and fixing following types lamp in existing electrical fitting/ fixture etc as required. 6.1.7

18 watt CFL lamp Each 3 221.00 663.00

18 Supplying and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rods of stanard length ( upto 30 cm) with 1.5 sq. mm FR PVC insulated insulated copper conductor etc as required. Each 7 1618.00 11326.00 8.11.2

19 Supply and Installation of 300 mm, 230 V A.C. exhaust fan in the existing opening, including making good the damage, including making good the damage, connection, testing, commissioning etc. as required. Each 2 1483.00 2966.00 8.11.4

20 Supplying and fixing powder coated strip fitting complete with electronic ballast, 4'x40 watt fluorescent lamp etc. directly on ceiling / wall including connections with 1.5 sq.mm FR PVC insulated, copper conductor single core cable etc. as required. Each 13 447.00 5811.00 5.1.1

Total Rs. 80714.00

LAEO WD-ARWAL LAEO WD-ARWAL

योजना का नाम :- कुर्था प्रखंड अंतर्गत कोदमरई पंचायत के ग्राम अलावलपुर में सामुदायिक भवन- सह- वर्कशेड का निर्माण कार्य

PROJECT : PROPOSED COMMUNITY HALL CUM WORK SHED

ABSTRACT OF COST FOR BOUNDARY WALL

FOR , BIHAR MAHADALIT VIKAS MISSION, PATNA

BASED ON S.O.R. B.C.D.GOVT. OF BIHAR EFFECTIVE FROM 01/01/2022

Item rate of GST @ 18% in place of 12 % with multiplying factor of 1.0633 vide chief Engineers letter No. 02/06-03/2021 716 dt. 10/04/2023

SL.NO DESCRIPTION UNIT RATE QTY. AMOUNT

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

2 20.3A.2 63 CM (25) UNDER -REAM Making 63 cm (25) dia under ream at required with hand auger of approved quality in ordinary soil (vide classification of soil ifem - A) true to plumb and without eccentri city in my stage of oprationand disposal of the excavated earth up to 50 mts lead ineluding all lifts , all complete as per approved design and direction of (E/l)

2 2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum 287.30 1.73 497

3 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I. sqm 283.30 14.380 4074

4 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work puto plinth level

5.1.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) cum 4688.30 8.06 37788

6 5.9 Centering and shuttering including strutting, propping etc. and removal of form for:

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 404.70 23.05 9328

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 494.40 55.72 27548

5.9.15 Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. sqm 224.20 10.93 2449

7 5.22 Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete.

5.22.1 Mild steel 6.00mm dia Kg 96.70 484.53 46854

5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia Kg 94.50 104.98 9921

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia Kg 92.60 403.78 37390

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia Kg 90.80 621.81 56460

8 6.1A Brick work with bricks of class designation 100A in foundation and plinth in:

6.1.14A Cement mortar 1:6(1 cement:6 coarse sand) cum 4819.90 10.61 51139

9 6.3A Extra for Brick work in superstructure above plinth level upto floor V Level cum 842.20 10.61 8936

10 9.48 Providing and fixing M.S grills of required pattern in frames of windows etc. with M.S flats, square or round bars etc. all complete.

9.48.2 Fixed to openings / wooden frames with rawl plugs screws etc. Kg 161.10 734.25 118288

11 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

10.32.2 In gratings, frames, guard bar, ladders, Kg 114.60 126.00 14440

12 13.11 12 mm cement plaster on the rough side of single or half brick wall of mix:

13.11.4 1:4(1 cement: 4 coarse sand) sqm 162.80 141.50 23036

13 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

13.79.1 New work (three or more coats) sqm 81.20 177.59 14420

14 13.81 Applying priming coat:

13.81.3 With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel works sqm 34.60 33.38 1155

15 13.94 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:

13.94.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. sqm 116.50 45.98 5357

16 Carriage of Materials:-

Bricks -8 KM(local lead 1K+7P) %0 nos 994.08 5705.00 5671

Coarse sand Cum 770.28 14.73 11346

Stone chips Cum 2442.29 14.78 36097

Local Sand - 3 KM( Lead 1K+2P) Cum 316.15 1.95 616

17 Add s.f.of materials:-

Coarse sand Cum 17.58 14.73 258.95

Stone chips Cum 59.53 14.78 879.85

Local Sand Cum 14.19 1.95 27.67

Total 543684.02

LAEO WD- ARWAL LAEO WD- ARWAL

Detailed Estimate of BOUNDARY WALL

SL NO ITEM NO DESCRIPTION UNIT NO LENGTH WIDTH H/D QUANTITY

Total length of boundary wall m 65.00

1 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below….

2 20.3A.2 Making 63 cm (25) dia under ream at required……

2 2.28 S/Filing Local sand in Foundation&Plinth 3.0909375

under tie beam sqm 1 57.5 0.30 0.100 1.73

Total sand filling cum 1.73

3 11.72 100A one brick flat soling

under tie beam sqm 1 57.5 0.25 14.38

Total sqm 14.38

4 5.1 Prov.RCC M20

5.1.2 All work up to plinth level

under ream :- 30 0.05 1.50

Sub total of pile and under ream cum 4.62

Sub total of Grade beam cum 2.88

Sub total of column cum 0.56

Total RCC up to plinth cum 8.06

2.2 All work from plinth level upto floor V level

2.2.2 Walls columns, pillars, posts cind struts

Less Entry Gate 1 3.000 0.25 0.10 -0.08

5 5.9 Centering&shuttering

Grade beam at EGL 1 57.50 0.40 23.00

Total sqm 23.05

column up to plinth

Column avove plinth

Total sqm 55.72

Total sqm 10.93

6 5.22 Reinforcement for RCC work

300 mm dia pile:

Less in stem cum 30 0.7857 0.09 0.375 -0.80

under ream cum 30 0.098 2.94

Total of 300 mm dia pile Conc. cum 9.56

Pile 300mm dia kg 9.56 46.00 439.76

Tie beam kg 2.88 150 432

Column kg 3.48 150 522

band kg 5.98 150 897

Total Reinforcement kg 0.00 1615.1

Total RCC cum 21.90

Total RCC cum 21.90

Check:-RCC cum 21.90

GR Floor area sqm 100.65

Mumty sqm 0 0 0 0.00

Total area - sqm 100.65

i.e. Per Sqm of roof area cum 0.218

Check:- steel Kg 1615

Steel In KG Per Sqm of Roof area kg 16.04669647

Steel - In Kg Per Cum of RCC kg 73.74885845

% of steel-along with RCC(by volume) % 0.939

7 6.1.14A 100A Brick work in Cm 1:6 in F/p

(a) in foundation & plinth

Total of (a) cum 0.00

Total B/W inS/S cum 10.61

Total of (a+b) cum 10.61

8 6.3A Extra for Brick work in superstructure above plinth level

Total B/W inS/S cum 10.61

9 9.82 P& F M.S grills

9.82.2 Fixed to opening sqm 1 44.50 0.75 33.38

Total area of steel windows sqm 33.38

Wt of grill @ 22 kg per Sqm of grill area kg 33.38 22.0 734.25

10 10.32.2 Steel work welded in built up sections

Total area sqm 6.300

(Wt. @ 25kg per sqm m)

11 13.12.4 12 mm th. Cement Plaster

Cloumn face 8 1.00 0.075 0.60

Less- Gate sqm 2 3.00 1.725 -10.35

Total sqm 177.59

12 13.70.1 White Lime wash

13 13.79.1 Water proof cement paint

External portion

Total sqm 177.59

14 13.81 Applying priming coat

13.81.3 yellow primer on steel surfaces

grill Vide-/9.82.2 sqm 33.38

Total sqm 33.38

15 13.94.1 synthetic enamel paint on wooden & steel

Same Vide-13.81.3 sqm 33.38

Total sqm 45.98

16 MATERIAL CONSUMPTION

S.N. Item Unit Quan. Cement Sand S.C Bricks

(In Bag) (M3) (M3) (Nos)

1 Local Sand cum 1.73

2 Brick Flat Soling sqm 14.38 463.90

25 L.sand (cum)

Local Sand cum 2 1.73

Brick Flat Soling sqm 14.38 0.22

Brick Edge Soling sqm 0.00 0

LAEO WD- ARWAL LAEO WD- ARWAL

L.sand Cement Sand S.C Bricks

1 Local Sand M3 1

2 Brick Flat Soling M2 0.0153 38

12 Kota+Marble Flooring M2 0.2982 0.0253

13 Kota+Marble Skirting M2 0.2748 0.0153

14 Ceramic Tiles in dado M2 0.2484 0.015

15 20mm Th C.P 1:3 In Water Proofing M2 0.02 0.0238

16 120mm Th I.C. Based Water Proofing M2 0.4968 0.0318

17 Ceramic Floor Tiles M2 0.2484 0.0253

18 Mosaic Tiles in skirting over 12mm th.CP (1:3) M2 0.1468 0.121

19 Mosaic Tiles Flooring over 20mm th. (1:4) M2 0.268 0.224

Detailed Estimate Construction of Inaugration Board

Sl no S.O.R Name of Work No L (ft) B (ft) H/D (ft) Qty Unit Rate Amount

1 2.8.1 Earthwork in Excuvation in Foundation trenches or dressing 1.5m in width or 10 sqm on including getting cut the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50m all kinds of soil…do…do….E/I

2 2.28 Providing Local Sand Filling in Foundation and Plinth all Complete jobs do…do….etc with all Complete job.

3 11.72 Providing 100A designation B/F/S joints filled with local sand do…do…. Etc with all Complete job.

4 4.1.3 Providing R.C.C (1:2:4) in Foundation and Plinth with S/Chips and K/sand do….do….etc With all Complete job.

5 6.1.14A Providng 100A B/Work With C.M(1:4)in Foundation and Plinth with K/sand do…do…etc all Complete job.

6 13.11.1 Providing 12 mm thick C.P with C.M (1:4) in outer surface with coarse sand

7 11.15 P/V/S/F/F of Marble for Board ....do..E/I

8 13.106 Writing letter 250 nos avg .on board all complete job 200 200 no 2.7 540.00

9 13.70 P/V white washing with all complete job.

Qty vide item No.6 3.34 sqm 18.90 63.11

L.A.E.O WD-Arwal L.A.E.O WD-Arwal

Detailed Estimate Construction of Sign Board

Sl no S.O.R Name of Work No L B H/D Qty Unit Rate Amount

1 2.8.1 Earthwork in Excuvation in Foundation trenches or dressing 1.5m in width or 10 sqm on including getting cut the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50m all kinds of soil…do…do….E/I

2 1007C(a) Supplying of Angle iron of size (50mmx50mmx6mm)

3 M-8053 supplying of steel Nut-bolt...do ...E/I

4 10.5.2 Supplying of iron sheet of 1mm thick....do...E/I

5 102 Blacksmith for fixing Nut bolt for sign board...E/I

6 4.1.3 Providing P.C.C (1:2:4) in foundation

7 13.81.3 Painting with primer coat on steel

8 13.106 Writing letter 300 nos avg .on board all complete job 216 no 2.7 583.20

9 13.94 P/V Two coats of synthetic enamel paints

Qty vide item No.7 1.63 sqm 116.50 190.13

10 carriage of sign board 0 0.00 no 254.00 0.00

L.A.E.O WD-Arwal L.A.E.O WD-Arwal

CALCULATION OF CARRIAGE COST

Materials Lead Houlage with O.H & C.P Loading/ Unloading with O.H &C.P Add 14.05%GST CARRIAGE COST

Ls Lu Lk Hs Hu Hk Labour cess 1 % with O.H &C.P

STONE CHIPS (FROM Manpur Gaya to Dhabaul Aurangabad) 69 0 1 11.20 13.50 27.2 195.1 1685.3 1 1702.13 1702.10

COARSE SAND (FROM Sone river to Dhabaul Aurangabad) 30 0 1 11.20 13.50 27.2 195.1 886.6 1 895.47 895.50

Ls= Lead on surface road Hs = Houlage on surface road

Lu= Lead on unsurface road Hu= Houlage on unsurface road

Lk= Lead on kuchcha road Hk = Houlage on kuchcha road

CALCULATION OF CARRIAGE COST

Materials Lead Houlage with O.H & C.P Loading/ Unloading with O.H &C.P Add 14.05%GST CARRIAGE COST

Ls Lu Lk Hs Hu Hk Labour cess 1 % with O.H &C.P

STONE CHIPS (FROM Manpur Gaya to Bela Aurangabad) 95 0 1 11.20 13.50 27.2 195.1 2217.7 1 2239.90 2239.90

COARSE SAND (FROM Sone river to Bela Aurangabad) 30 0 1 11.20 13.50 27.2 195.1 886.6 1 895.47 895.50

Ls= Lead on surface road Hs = Houlage on surface road

Lu= Lead on unsurface road Hu= Houlage on unsurface road

Lk= Lead on kuchcha road Hk = Houlage on kuchcha road

1 Footing nos L B H/D no of col.

3 Area area Perimeter

plinth area sqm 1 9.14 9.14 83.54

Urinal sqm 2 1.35 2.00 5.40

Total sqm 100.65 48.56

Total area sqm 100.65

4 plinth protection

Doors Gr 1st 2nd mumty Total Width H/D

Total 3 0 0 0 3

W 1 0 1 0.90 1.20 Steel glazed

Total 3 0 0 0 3

D&W having 125 mm th wall

Doors Gr 1st 2nd mumty Total

Total 1 0 0 0 1

Total 1 0 0 0 1

S.O.R w.e.f 17.10.2016 Say Rs.

Materials Lead Houlage with O.H & C.P Loading/ Unloading with O.H &C.P Add 14.05%GST CARRIAGE COST

Ls Lu Lk Hs Hu Hk Labour cess 1 % with O.H &C.P

Ls= Lead on surface road Hs = Houlage on surface road

Lu= Lead on unsurface road Hu= Houlage on unsurface road

Lk= Lead on kuchcha road Hk = Houlage on kuchcha road

S.O.R w.e.f 17.10.2016 Say Rs.

Materials Lead Houlage with O.H & C.P Loading/ Unloading with O.H &C.P Add 14.05%GST CARRIAGE COST

Ls Lu Lk Hs Hu Hk Labour cess 1 % with O.H &C.P

Ls= Lead on surface road Hs = Houlage on surface road

Lu= Lead on unsurface road Hu= Houlage on unsurface road

Lk= Lead on kuchcha road Hk = Houlage on kuchcha road

S.O.R w.e.f 17.10.2016 Say Rs.

Materials Lead Houlage with O.H & C.P Loading/ Unloading with O.H &C.P Add 14.05%GST CARRIAGE COST

Ls Lu Lk Hs Hu Hk Labour cess 1 % with O.H &C.P

Ls= Lead on surface road Hs = Houlage on surface road

Lu= Lead on unsurface road Hu= Houlage on unsurface road

Lk= Lead on kuchcha road Hk = Houlage on kuchcha road

S.O.R w.e.f 17.10.2016 Say Rs.

Materials Lead Houlage with O.H & C.P Loading/ Unloading with O.H &C.P Add 14.05%GST CARRIAGE COST

Ls Lu Lk Hs Hu Hk Labour cess 1 % with O.H &C.P

Ls= Lead on surface road Hs = Houlage on surface road

Lu= Lead on unsurface road Hu= Houlage on unsurface road

Lk= Lead on kuchcha road Hk = Houlage on kuchcha road

S.O.R w.e.f 17.10.2016 Say Rs.

Materials Lead Houlage with O.H & C.P Loading/ Unloading with O.H &C.P Add 14.05%GST CARRIAGE COST

Ls Lu Lk Hs Hu Hk Labour cess 1 % with O.H &C.P

Ls= Lead on surface road Hs = Houlage on surface road

Lu= Lead on unsurface road Hu= Houlage on unsurface road

Lk= Lead on kuchcha road Hk = Houlage on kuchcha road

S.O.R w.e.f 17.10.2016 Say Rs.

Materials Lead Houlage with O.H & C.P Loading/ Unloading with O.H &C.P Add 14.05%GST CARRIAGE COST

Ls Lu Lk Hs Hu Hk Labour cess 1 % with O.H &C.P

Ls= Lead on surface road Hs = Houlage on surface road

Lu= Lead on unsurface road Hu= Houlage on unsurface road

Lk= Lead on kuchcha road Hk = Houlage on kuchcha road

S.O.R w.e.f 17.10.2016 Say Rs.

Materials Lead Houlage with O.H & C.P Loading/ Unloading with O.H &C.P Add 14.05%GST CARRIAGE COST

Ls Lu Lk Hs Hu Hk Labour cess 1 % with O.H &C.P

Ls= Lead on surface road Hs = Houlage on surface road

Lu= Lead on unsurface road Hu= Houlage on unsurface road

Lk= Lead on kuchcha road Hk = Houlage on kuchcha road

S.O.R w.e.f 17.10.2016 Say Rs.

Materials Lead Houlage with O.H & C.P Loading/ Unloading with O.H &C.P Add 14.05%GST CARRIAGE COST

Ls Lu Lk Hs Hu Hk Labour cess 1 % with O.H &C.P

Ls= Lead on surface road Hs = Houlage on surface road

Lu= Lead on unsurface road Hu= Houlage on unsurface road

Lk= Lead on kuchcha road Hk = Houlage on kuchcha road

S.O.R w.e.f 17.10.2016 Say Rs.

Materials Lead Houlage with O.H & C.P Loading/ Unloading with O.H &C.P Add 14.05%GST CARRIAGE COST

Ls Lu Lk Hs Hu Hk Labour cess 1 % with O.H &C.P

Ls= Lead on surface road Hs = Houlage on surface road

Lu= Lead on unsurface road Hu= Houlage on unsurface road

Lk= Lead on kuchcha road Hk = Houlage on kuchcha road

S.O.R w.e.f 17.10.2016 Say Rs.

Materials Lead Houlage with O.H & C.P Loading/ Unloading with O.H &C.P Add 14.05%GST CARRIAGE COST

Ls Lu Lk Hs Hu Hk Labour cess 1 % with O.H &C.P

Ls= Lead on surface road Hs = Houlage on surface road

Lu= Lead on unsurface road Hu= Houlage on unsurface road

Lk= Lead on kuchcha road Hk = Houlage on kuchcha road

S.O.R w.e.f 17.10.2016 Say Rs.

Materials Lead Houlage with O.H & C.P Loading/ Unloading with O.H &C.P Add 14.05%GST CARRIAGE COST

Ls Lu Lk Hs Hu Hk Labour cess 1 % with O.H &C.P

Ls= Lead on surface road Hs = Houlage on surface road

Lu= Lead on unsurface road Hu= Houlage on unsurface road

Lk= Lead on kuchcha road Hk = Houlage on kuchcha road