Construction of road from Rajal Hanjana to Baba Nar Singh Ji road alongwith other links by way of earth work in cutting/filling, construction of 27 Nos 0.90m dia Hume Pipe Culvert, 03 Nos 1.0m span RCC culvert, 02 Nos 2.0m span RCC culvert, 01 No 6.0

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30 cm in depth, 1.5 Mtr. in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 M, disposed earth to be leveled and neatly dressed (All kinds of soils )

Filling available excavated earth as obtained from earth work in bulk excavation in layers not exceeding 200MM in thickness including the watering compacting & rolling with 80-100 KN Road Roller. (All leads and lifts complete.)

Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches, drains, pipes and cables etc. (Not exceeding 1.5 mtr in width or 10 Sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 mtr including getting out excavated soil and disposal of surplus soil as directed within a lead of 50 mtr (All kinds of soils 40%, Ordinary rock 30% and Hard rock requiring blasting or any other means 30%)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level in 1:5:10(1cement: 5 coarse sand: 10 graded stone aggregate 40mm nominal size crushed (Including Carriages)

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level in 1:3:6(1cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size using plums (size not over 160mm split nallah stone or quarry stone @ 30% of grass volume) crushed (Including Carriages)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, butteresses, string or laces, courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing in 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) (using 30% plums) crushed (Including Carriages)

Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 co.:Hse sand 4 graded stone aggregate 20mm nominal size) Crushed (Including Carriages)

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing& reinforcement All work upto plinth level. 1:1.5:3 ( 1 cement : 1.5 course sand : 3 graded stone aggregate 20mm nominal size) upto plinth level (Including Carriages)

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing& reinforcement All work upto plinth level. 1:1.5:3 ( 1 cement : 1.5 course sand : 3 graded stone aggregate 20mm nominal size) upto plinth level (Including Carriages)

Centring and shuttering including strutting propping etc. & removal of form work for

Foundations, footings, bases of columns etc. for mass concrete.

Walls (any thickness) including attached pilasters,buttesses, plinth and string coursed etc.

Suspended floors, roofs, landings, balconies and access platfarm.

Edges of slabs & breaks in floors and walls (Above 20cm wide)

Reinforcement for RCC work including strengthening, cutting, bending, placing in position and binding all complete COLD TWISTED BARS (Including Carriages)

Providing & laying of Hume pipes 0.90m dia in position including jointing with collars (including cost of pipes & collars) (including Carriage & complete job)

Stone filling hand packed including cost of stones

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) Crushed (Including Carriages)

Filling in stretches by way of providing, laying, watering and compacting to proper grade and camber in layer not exceeding 250mm thickness by 8 to 10 tonne road roller river bed material mixed with course aggregates round nallah shingle max. size 75mm including carriage from source of supply to the site of work and fininishing with a thin layer ofgood earth at the top. (Rollong, all leads and lifts complete).

Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade

Supplying and stacking of graded stone aggregate at site of size range. (Including Carriage)

63mm to 45mm

53mm to 22.4mm

Supplying and stacking of stone screenings/chippings at site Including Carriage

13.20mm nominal size (Type-A)

11.20mm (Type-B)

Laying water bound macadam with specified stone aggregate stone screening and binding matrial including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc

Base course with 63mm to 45mm size incl. stone screening 13.2mm size.

Base Course with 53mm to 22.4mm size incl. stone screening 11.2mm size

Supplying and stacking of good earth at site including carriage

Providing and applying tack coat using hot straight run bitumen of grade 80/100 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M.@ 0.75 Kg/sqm.

2.5 cm premix carpet surfacing with 2.25cu.m. and 1.12 cu.m of stone chippings of 13.2 mm and 11.2 size respectively per 100 sq.m. and 52kg. and 56 kg. of hot bitumen per cu.m. of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt 60/70 with no solvent. (Including Carriages)

Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade 80/100 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. (Including Carriages)

RAM PARKASH SHARMA

vijay suri