Rehabilitation of Pathera Disty. from Km. 0.000 to 4.467 (Tail)

Amount

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. HSR Item No. 5.7.4

Demolishing RCC work manually/ by mechanical means including disposal of material within 50 metres lead. HSR Item No. 5.25

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead. HSR Item No. 5.23.2

Removing hume pipes-NP 2/NP 3/NP 4 including excavation and taking out the pipes manually/ by mechanical means and stacking the pipes within standard lead as per direction of Engineer-in-charge up to 600 mm dia ( HSR Item no. 5.53.1)

1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) HSR Item No 6.1.4

Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete.HSR Item No. 4.33

Earth work in excavation by mechenical (Hydrolic excavator)/manual means over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, HSR Item No. 4.12.1

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) HSR Item No 6.1.6

1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) HSR Item No 6.1.2

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering,finishing and reinforcement - All work up to plinth level1:1.5:3 (1 cement 1.5 coarse sand (zone lll): 3 graded stone aggregate 20 mm nominal size) HSR Item No. 6.14.1

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) HSR Item No. 6.1.1

Brick Masonry Work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications MORT&H clause 1300 Cement Mortar1:4 (1cement :4 sand HSR Item No. 15.6.3

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns. HSR Item No. 6.29.1

12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) HSR Item No. 11.5.3

Applying one coat of water thinable cement primer of approved brand and manufacturar of wall surface etc. HSR Item No. 11.67.1

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. HSR Item No. 11.78

Lettering with black Japan paint of approved brand and manufacture.HSR Item No 11.113

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, over1aps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Cold twisted bars .HSR Item No 6.34.3

10mm thick cement sand plaster in coarse sand 1:5 under CC lining

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum,75mm thick in curve portion and side slope manually excluding rendering with cement sand (1:3) slurry, form work, dressing and preparation of sub grade HSR Item No. 14.10

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability M-15 grade plain CC (cement content considered @240 kg/cum). HSR Item 6.22.2.2

Providing and fixing in position 12mm thick bitumen impregnated per fibre board conforming to IS: 1838, including cost of primer, depth sealing compound Grade-A in expansion joints. (HSR Item No. 6.58)

Providing & fixing MS pipe for outlet

Excavating trenches of required width for pipes, cables etc includingexcavation of sockets, dressing of sides, ramming of bottom, depth up to 1.5 m, includinggetting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth,includingconsolidating each depositing layer by ramming, watering etc.and disposing of surplus excavated soil as directed within a lead of 50 m 4.16.1.2Pipescables etc.exceeding 80 mm dia. But not exceeding 300 mm dia 4.17Extra for excavating trenches for pipes, cables etc.in all kind of soil for depth exceeding 1.5 m, but not exceeding 3.0 m (Rate is over corresponding basic item for depth up to 1.5 metre) (HSR item No. (4.16.1.3+4.17)

Brick Work with common brunt clay non modular bricks of class designation 7.5 in foundation and plinth iv level in all shapes and sizes in: 7.21.1 cement mortar 1:4 (1cement :4 Coarse sand (HSR item No. 7.21.1)

Providing, lowering, laying, cutting (cut surface to be uniformly finished),jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 600 mm dia MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to Engineer -in-charge. HSR item no. 20.62.8

Precast cement concrete 1:1.5:3 with 20mm nominal size in Kerbs and the like items finisher smooth with 6mm thick cement plaster 1:3 on exposed surface i/c form work, placing and fixing in position, complete at the ground level or in first storey complete in all respect (HSR item No. 6.45)

Providing &fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification of pump chambers , manholes etc. ,having minimum 3mm thick polypropylene polymer confirming to is: 10910 encapsulated on 12mm dia ribbed steel bars per bar is: 1786. The rates include cost of setting the same to correct lines and levels dully embedded in 1:2:4 cement concreteincluding carriage, loading, unloading, stacking, handling, re handling etc., complete in all respect to the satisfaction of the Engineer-in-charge (HSR item No. (21.28)

Credit of Material (Tiles)

Credit of Material (Bricks)

Credit of Pipe

Credit of Steel