Construction of road to Gurah Pandita to Gujjar Basti Tokli by way of 01 no. 0.60 mtr dia hume pipe culvert, pucca drain, P/L of 15cm thick WBM grade II 7.5 cm thick WBM grade III and 25mm thick Open Graded Premix Carpet.

Amount

Earth work excavation in all kinds of soil by mechanical means (Hydraulic excavator) /manual means in foundation trenches, drains, pipes and cables etc. (not exceeding 1.5 m in width or 10sqm on plan) incl. dressing of sides and ramming of bottoms, incl. disposal or filling of excavated earth wherever required as per the directions of Engineer-in-charge .

Providing & laying in position cement concrete 1:5:10 (cement : 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size) of specified grade excluding the cost of centring & shuttering incl. all leads, lifts & carriage of material by MT/ H.L.- All work upto plinth level.

Providing and laying in position cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20 mm nominal size) of specified grade excluding the cost of centring and shuttering- All work upto plinth level. incl. all leads, lifts and carriage of material by MT / H.L

Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 ( 1 cement : 2 coarse sand : 4 graded crushed stone agg. 20 mm nominal size) incl. all leads, lifts and carriage of material by MT / H.L

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

Laying of hume pipes in proper gradient/ position at site including fitting of collars & filling with mortar etc complete. 0.60 m dia. hume pipes

Providing , laying, watering and compacting (with 80-100 KN Roller) WATER BOUND MACADAM Grade-II, with broken nallah stone aggregate of 63 mm to 45 mm size, screenings of 13.2 mm size and binding material as stone dust to specified lines, grades and cross sections density, finished work to be measured incl. all leads, lifts and carriage of material by M.T./ H.L. (conforming to clause 404 of MORT&H specifications).

Providing , laying, watering and compacting ( with 80-100 KN roller) WATER BOUND MACADAM Grade-III, with broken nallah stone agg. of 53 mm to 22.4 mm size and screenings of 11.2 mm size and binding material as stone dust to specified lines, grades & cross sections, finished work to be measured incl. all leads, lifts &carriage of material by MT / H.L (conforming to clause 404 of MORT & H specifications).

Providing and laying of 25 mm thick open graded premix carpet using 2.25 cum and 1.12 cum of stone chipping of 13.2mm size & 11.2 mm size respectively for 100 sqm, 52 kg & 56 kg of hot bitumen grade 80/100 per cum of stone chippings of 13.2 mm and 11.2mm size respectively compacted with road roller of 6 to 9 tonne capacity incl.preparation of road surface as per specification and then laying of a tack coat with hot straight run bitumen @ 0.75Kg /Sqm on WBM surface & 0.50 Kg per Sqm on existing BT surface incl. transporting mixed material and laying to the required level and grade & finally the surface finished with a seal coat of premixed fine agg. using bitumen @ 128Kg /cum of the fine agg. & 0.60 cum of fine agg. per 100 sqm of road surface incl. rolling , finishing & carriage, scarifying and cleaning complete job (conforming to clause 511 & 513 of MORT & H specifications) incl. cost of bitumen.

RAMANDEEP SINGH CONSTRUCTIONS

M/S SHIV OM CONSTRUCTIONS