WB PWD Schedule 2010 - Complete

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Text of WB PWD Schedule 2010 - Complete

Sections

BUILDING WORKS (A) - Earth Work, Antitermite Treatment (1 19) (B) Dismantling,Cutting Chase, Holes (21 - 31) (C) Brick Works, Concrete Works etc. (33 - 89) (D) Flooring (91 - 121) (E) Roofing and Sheet Walling (123 - 143) (F) Structural Steel Works, Grills, Gates etc. (145 - 177) (G) Carpenter's Works (179 - 305) (H) Band Moulding, Cornice etc. (307 - 317) (I) Plastering, Pointing etc. (319 - 327) (J) White Wash, Colour Wash, Distemper (329 - 339) (K) Paining, Varnishing etc. (341 - 349) (L) Glazier's Work (351 - 353) (M) Drain, Down Pipes, Chimney pipes etc. (355 - 365) (N) Thatch, Mud and Bamboo Works (367 - 375) (O) Fencing (377 - 391) (P) Soling, Edging and Metalling (393 - 399) (Q) Maintenance of Statues and Monuments etc. (401) ( R ) Aluminium Works (403 - 429) (S) Well for Water Supply (431 - 443) (T) Miscellaneous Works (445 - 483)

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Sections

SANITARY AND PLUMBING WORKS (A) Plumbing Works I. Ferrule and Feruule Connection (Original & Repair works) (1) II. G. I./PVC Pipe Works and fittings (Original & Repair works) (2 - 32) III. Cistern, G.I./PVC Tanks with Parts (Original & repair works) (33 - 37) IV. Basins and sinks with Parts (original & repair works) (38 - 45) V. Tube Well (Original & Repair works) (46 - 54) (B) Sanitary and Drainage works I. Hydrants and Allied Works. (Original & Repair Works) (55,56) II. Soil-Pipe and Fittings (Original & repair works) (57 - 74) III. Water Closets and Urinals (Original & repair works) (75 - 81) IV. Inspection Pit, Septic Tank, Soak Pit etc. (original & repair works) (81 - 92) ( C ) Materials and Labour etc. I. Miscellaneous (93 - 96) II. Cost of Materials (97 - 105) III. Wages to Various Labourers. (106) IV. Selection of Pipe Diameters. (107)

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Sections

ROAD, BRIDGE AND CULVERT WORKS 4.1 Embankment works 4.2 Soil compaction & Stabilization works 4.3 Soil boring & Testing works 4.4 Bridge & Culvert works 4.5 Repair and Rehabilitation works 4.6 Soling, Edging & Metalling works 4.7 Bituminous works 4.8 Miscellaneous works 4.9 Loading, Unloading & Stacking works 4.10 Road Transportation & Carriage works Annexures: Issue Rates of different Materials Supply of different materials Rates of Stone materials Distances from refineries

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Pag SI. Description of Items e No. No.

Unit

Rate (Rs.) PC-I/PCII/EC/SC

1 1

1

1

2

1 1 1

SECTION -1: BUILDING WORKS (A) Earth Work, Anti Termite Work. Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1.500 mm. (b) Depth of excavation for additional depth beyond 1.500 mm. and upto 3.000 mm. but not requiring shoring (c) Depth of excavation for additional depth beyond 3000 mm. upto 4000mm. excluding cost of shoring as necessary d) Add extra for excavation in morum soil e) Add extra for cutting lateriate/sandstone 1) Cutting with chisel 2) by blasting operation Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) a) With earth obtained from excavation of foundation. b) With earth obtained by fresh excavation (including cost of excavation upto 1,800 mm. depth) from land arranged by the Deptt. within a lead of 00 m. c) (i) With carried earth arranged by he contractor within a radius of 1 km. ncluding cost of carried earth. (ii) With carried earth arranged by the contractor within a radius of 3 km. ncluding cost of carried earth. (iii) With carried earth arranged by the contractor within a radius exceeding 3 cm. but not exceeding 5 km. including he cost of carried earth. (iv) With carried earth arranged by the contractor within a radius exceeding 5 km. but not exceeding 10 km. including cost of carried earth.

Sq.m 6.45

%Cum %Cum %Cum

7377.04 11898.81 14516.33

1 1 3 3 3

%Cum %Cum %Cum

3

3 3

%Cum %Cum

4759.52 8448.04

3 3 3

%Cum %Cum %Cum

24125.37 27546.13 30906.91

5

%Cum 38343.94

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5

4

5 5

5

5

5 7

7

7

6

7 7 7 7 7 9 9 9

7

9

(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water ramming complete including the cost of supply of sand, (payment to be made on measurement of finished quantity) (B) Do - by fine sand Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work) [a) With earth obtained by fresh excavation upto 1800 mm. depth [including the cost of excavation from and arranged by the Deptt. within a lead of 100 m.) b) (i) With carried earth arranged by the contractor within a radius of 3 km.i ncluding cost of carried earth. (ii) With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5 km. including the cost of carried earth. (iii) With carried earth arranged by the contractor within a radius exceeding 5 km. but not exceeding 10 km. including cost of carried earth. Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge). a) Depth upto 1.5 m. b) For additional depth beyond 1.5 m. and upto 3.00 m c) For additional depth beyond 3.00 m. d) (i) For basement work and Depth upto 1.50 m. (ii) For basement work and Depth beyond 1.50 m and upto 3.00 m. (iii) For basement work and Depth beyond 3.00 m. Pre-Constructional Anti-termite measures: (a) Anti termite treatment to bottom surface ( in case of masonry foundation and basements) and the sides ( upto a height of 300 mm. from bottom) of the excavation trenches with chemical emulsion by admixing chloropyrofos emulsifiable solution (b) Anti termite treatment to back filling of the masonry foundation with chemical emulsion by admixing chloropyrofos emulsifiable concentrates ( 1% concentration) with water by weight at the.rate of 7.5 Litres per sq. m. of the vert

%Cum 58305.30

%Cum

64249.10

%Cum 10648.94 %Cum %Cum 32215.67 %Cum 39652.70 29092.65

Sq.M. Sq.M. Sq.M. Sq.m. Sq.m. Sq.m. Sq.m.

352.30 388.37 435.88 450.84 487.51 52S.80 86.99

Sq.m.

122.77

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11

11

13 13

8

(c) Anti termite treatment to the top surface of the Sq.m. consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates ( 1% concentration) with water by weight at the rate of 5 Litres per sq. m. of the surfa (d) Treatment to the back filling of R.C.C. foundation with Sq.m. chemical emulsion by admixing chloropyrofos emulsifiable concentrate (1% concentration) with water by weight at the rate of 7.5 Itr. per sq.m. of the vertical surface of the substructure of each Post Constructional Measures (a) Anti-termite treatment to the outside of foundations with Mtr chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1 %concentration) with water by weight including cutting shallow channel by excavating soil a (b) Anti-termite treatment to the outside of foundation with Mtr chemical emulsion by admixing chloropyrofos emulsifiable concentrate (1% concentration) with water by weight, drilling 12mm. dia holes in concrete or masonry apron at an interval of 300mm. to a (c) Anti-termite treatment to the soil under floor with Sq.M. chemical emulsion by admixing chloropyrofos emulsifiable concentrate (1% concentration) with water by weight including drilling vertically 12mm. dia holes at the junction of floor and wall at 300mm. d) Anti-termite treatment to the junction of wood work and Sq.M masonry walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1 % concentration) with water by weight including spraying at the points of contact with the adjoining masonry by drilling 6mm. dia holes at a downward angle of about 45 degree at the junction of woodwork and masonry and squirting chemical emulsion into these holes at the rate of half litre per hole. The entire work is to be carried out as per specification of Code I.S.-6313 (Part-lll)-1981. The shutters are to be sprayed with emulsion, on both sides. All wooden fixtures like almirahs, racks etc. are also to be throughly sprayed with chemical emulsion. (Payment will be made on the basis of outside measurements of doors and windows)

97.44

126.88

59.99

15

66.77

15

78.77

17

51.88

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19

(e) Spot application for insecticides using Aqua base spray Sq.m. for pest (for bugs, cockroaches, silverfish, spider, termites, mosquit