Construction of link road from Lohgarh to Banda Bahadur Gurudwara Sahib Km. 0/0 to 4/200. (SH-Providing and laying GSB and C.D. in Km 0/0 to 1/0) Under MNP.

Amount

Exvavation in foundations,trenches,etc., in earth work lift upto 1.50 mtrs. Stacking the excavated soil not more than 3 mtrs. Clear from the edge of the excavation and then returnning the stacked soil in 15cm.Layers, when required into plinths sides of foundation etc.,consolidating each deposted layer by rammin and watering and then disposing of all surplus excavated soil as directed with in a lead of 20 metres in pick and jumper work.including of hauling of material in all leads,lifts as per the entire satsfaction and direction of Engineer in charge.

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 cum 2506.35

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) :

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth leve1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size)

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :including of hauling of material in all leads,lifts as per the entire satsfaction and direction of Engineer in charge. 900 mm dia of pipe

Providing and laying filter media with granular crushed aggregate as per specification to any thickness of not less then 600 mm with smaller size towards the soil and bigger size towards wall and providing over the entire surface behind abutement, wing wall , return wall to the full height, compacted top firm condition complete as per drawing abd technical specification.

Nazar Ali

VAJID

ARIF ALI

saurabh sharma

Shamshad Ali Contractor

Balbinder Kumar

Vijendar Singh

riyat ali

IQUBAL