Construction of 03 No. 2 ft dia Hume Pipe culverts in km 1st RD 125-150 775-800 km 2nd RD 0-25 B-wall with drain in km 2nd RD 0-50 L 45mtr on Parnalla Korad road

Amount

Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5m in width) and for shafts, wells cesspits and the like not exceeding 10sqm on plan, dpth upto 1.50m including disposal of excavated earth upto 25m from cutting edge disposed earth is to be levelled and neatly dressed in: a) All Kind of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering –All work upto plinth level (including all leads and lifts carriages of material by MT/HL)

a) 1 : 5 : 10 (1 cement : 5 fine sand : 10 graded nallah stone aggregate 40mm nominal size).

b) 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded crusher stone aggregate 20mm nominal size).

Providing and laying Damp Proof Course 50mm thick with cement concrete 1: 2 : 4 (1 Cement : 2 coarse sand : 4 graded crushed stone aggregate 12.5mm nominal size) floor (including all leads and lifts carriages of material by MT/HL).

Random Rubble Masonary with hard stone from nallah in foundation and plinth incl. leveling up with cement concrete 1:6:12 (1 cement:6 coarse sand:12 graded stone aggregate 20mm nominal size) at plinth level with cement mortar 1:6 (1 cement:6 coarse sand) (including all leads and lifts carriages of material by MT/HL).

Centering and shuttering including strutting, propping etc. and removal of form work for:- a) Foundations, footing, bases of columns etc for mass concrete.

Filling available excavated earthwork (excluding rocks) in trenches , plinth, sides of foundation etc. in layer not exceeding 20 cm in depth : consolidating each layer by ramming and watering , lead upto 50 mts, lift 15 mts).

Providing and laying of 2' dia RCC Hume Pipes (including all leads and lifts carriages of material by MT/HL).

Carriage of the following materials by Mechanical Transport from source to site of work incl. loading, unloading and stacking complete :- a) Sand from Bheeni for an average lead of 10.00 Km. by M.T. b) Stone aggregate (crusher bajree) below 20mm nominal size from Bheeni for an average lead of 10.00 Km. by M.T. c) Stone aggregate 40mm nominal size & above from Bheeni for an average lead of 10.00 Km. by M.T. c) Stone / boulders from Bheeni for an average lad of 10.00 km by M.T.

Darshan Kumar

Narinder singh contractor

TILAK RAJ

M/S RASANT SINGH