KRP_Formation of Cheruvayal Pangalery Cemetry Tribal road (Balance work)

Amount

Formation of road

2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared

2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

2.2.1 : Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m:All kinds of soil

60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.

4.1.8 : 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 nominal size)

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

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

4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

19.6.7 : 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:600 mm dia R.C.C. pipe

16.3.2 : Supplying and stacking at site.63 mm to 45 mm size stone aggregate

16.3.3 : Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate

16.3.7 : Supplying and stacking at site.Stone screening 11.2 mm nominal size (Type B)

16.3.9 : Supplying and stacking at site.Good earth

16.4 : Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

5.1.3 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shutteirng, finishing and reinforcement. All work upto plinth level 1:2:4(1 cement 2 coarse sand 4 graded stone aggregate 20mm nominal size).

5.22.6 Steel reinforcement for RCC work including straightining cutting bending placing in position and binding all complete upto plinth level. Thermomechanically treated bars of grade FE500D or more.

50.13.1 : 9mm cement plastening of mix 1:3 ( 1 cement 3 fine sand) including all cost of materila labour charges etc.,complete.

PVC DRAINAGE HOLES- Providing weep holes for toe drain using 75mm dia PVC pipes working pressure 4kg/sq cm includng cost of materials, conveyance, labour charges etc.,complete.

ABDUL MAHASHIR K (BID ID -2192974)

Bidder Name

K MOHAMMED KUNHI

ABDUL MAHASHIR K