Construction of Rwall and pucca drain, laying 20mm thick premix carpet on link road from Irrigation Point 27000 Akhnoor road to Mohalla Rakh Barn ward no. 1 to house of Vijay Singh to Madan Panch Mohalla

Amount

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth upto 1.5mtr. including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in: All kinds of soil

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

Providing and laying in position cement concrete of specified grade excl. cost of centering, shuttering, all work upto plinth level 1:5:10 (1 cement : 5 coarse sand : 10 graded stone agg. 40mm nominal size)

Providing and Laying in position cement concrete of specified grade 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate) 20mm nominal size excluding the cost of centering and shuttering. All work up to plinth level (crushed stone aggregate)

Centering and shuttering incl. strutting propping etc and removal of form work for

Foundations, footing bases of columns etc for mass concrete

Providing and laying of RBM incl. watering and compacting in layers not exceeding 200mm thick with 8 to 10 tonne road roller free of organic material mixed with course aggregate size 75mm incl. carriage from source of supply to site of work incl. of all leads and lifts complete

Providing and laying WBM Grade-II with specified stone aggregates 63mm to 45mm of size incl. stone screenings 13.20 nominal size and binding material complete incl. sorting, spreading to template and consolidations with power road roller 8 to 10 ton capacity etc.

Providing and laying WBM Gr-III with specified crushed stone aggregates 53mm to 22.4mm size incl. stone screenings 11.20 nominal size and binding material complete incl. sorting, spreading to template and consolidations with power road roller 8 to 10 ton capacity etc complete

Providing and apply Tack coat (manually) using hot straight run bitumen of grade 80/100 incl. 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 (Incl. cost of bitumen)

On WBM surface (New surface)

Providing and laying 2cm premix carpet surfacing (manually) with 1.80 cum and 0.90 cum of stone chippings of 13.20mm and 11.20 mm size respectively per 100 Sqm and 52 Kgs and 56 kgs of hot bitumen per cum of stone chipping of 13.2mm and 11.2mm size respectively incl. consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately) with paving asphalt 80/100 heated and then mixed with solvent at the rate of 70gms per kg of asphalt (Incl. cost of bitumen)

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

Disposal of excavated mulba by Mechanical Transport including loading / unloading all complete as per directions of Engineer in charge average lead 1.00 Km

Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.

Stone aggregate above 40mm nominal size average lead 10.0 Km

Stone aggregate below 40mm nominal size average lead 10.0 Km

Sand average lead 10.0 Km

Screening for average lead 10.0 Km

Crusher dust for average lead 10.0 Km

Rawail Singh