Const of road from Dhar Udhampur road to Neon Neon tail end to Band Top end by way of imptt upgradation of road by way of const of 02 No. 2ft dia HP HP culvert in km 1st RD 850-900 and km 2nd RD 150-200 B-wall with drain L 150m pucca drain L 100m an

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).

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 2' dia RCC Hume Pipes (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.

Supply. Sorting and spreading of (River Bed Material) R.B.M. as per instructions of the Engineer-in-charge including all leads and lifts carriage of material by M.T. (complete job).

Consolidation of sub grade with Power Road Roller of 8-12 Tonne capacity incl. making good the undulations etc. with earth or querry spoils etc. and re-rolling the sub-grade.

Supplying and stacking of graded nallah stone aggregate at site of size range a) 63mm to 45mm size (including all leads and lifts carriages of material by MT/HL).

Supplying and stacking of stone screenings/ chipping at site. (1) 13.20mm nominal size (including all leads and lifts carriages of material by MT/HL).

Supplying and stacking of crusher dust at site (including all leads and lifts carriages of material by MT/HL).

Laying water bound macadam with specified stone aggregate including binding material including sorting, spreading to template and consolidation with Power Road Roller of 8 to 10 tonne capacity etc. complete a) Base coarse with 63mm to 45mm size including stone screening 12.20mmsize as binding material. (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 Kathua for an average lead of 55.00 Km. by M.T. b) Stone aggregate (crusher bajree) below 20mm nominal size from Bheeni for an average lead of 11.00 Km. by M.T. c) Stone aggregate 40mm nominal size & above from Bheeni for an average lead of 11.00 Km. by M.T. d) Crusher dust from Bheeni for an average lad of 11.00 km by M.T.

GANESH SINGH

SANWAL BUILDERS AND ASSOSCIATES

M/s Surinder Mohan Gupta