Construction of Link Road from Tergah to Malla Monalla (900 mtrs)

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing and laying 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.

Supply and Stacking at site Graded crushed stone aggrigate of size 53 mm to 22.4 mm

Supply and staking at site Stone screening of size 11.2 mm nominal size (Type B)

Supply and staking at site Good Earth Qty @ 8%

Providing and Laying Water Bound Macadam with specified stone aggregate screening and Binding material including screening, sorting to template and consolidation with road roller 80-100 KN capacity. Base course (63mm - 45mm size) including screening with good earth in one layer of 75mm thick (consolidated)

Providing and Laying Water Bound Macadam with specified stone aggregate screening and Binding material including screening, sorting to template and consolidation with road roller 80-100 KN capacity. Base course (45mm - 22.4mm size) including screening with stone dust in one layer of 75mm thick (consolidated)

Providing and applying tack coat using hot straight run bitumen of grade –VG-10, 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 2.25 cum and 1.12 cum of stone chippings of 13.2 mm size and 11.2 size respectively, per 100 sqm and 52kg and 56 kg of hot bitumen per cum 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 grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.

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 VG-10 bitumen per cum of fine aggregate and 0.60 cumof fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.

Carriage of Sand average distance 12.00 Km by M.T

Carriage of Stone average distance 08.00 Km by M.T

Add Provission for painting writing on Citizen information Board etc. all complete job