Improvement of link road to STP Malyana Shimla H.P.( SH C/O Retaining Wall and earth work and improvement of link road to STP Malyana)

Amount

Cutting / filling in earth work in all kinds of soil and disposal of excavated earth work upto all lead and lift complete as per direction of Er-in-charge .

Cutting

Filling

Excavation in foundation, trenches etc., in earth work in all type of soil such as pick work, jumper work, blasting work Kankar, moorum shingles including decomposed soft and hard rock i/c cutting of top of metelled road etc., upto all heights stacking the excavated earth not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15cm. layers, when required into plinth and sides of foundation etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth up to all leads and lifts etc., complete in all respect as per direction of Er-in-charge.

Providing and laying cement concrete 1:6:12 ( 1cement: 6sand: 12 graded stone aggregate 40mm nominal size)and curing complete excluding the cost of form work in centring and shuttering in foundation and plinth including all leads and lifts complete in all respect and as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:5:10 (1cement 5 sand :10 Graded stone aggregate 40 mm nominal size ) with 15 % plum and curing complete excluding cost of form work in Retaining /Breast Walls complete as per direction of Er.-in-charge .

Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 mm so as to givea fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plaiin concrete work in:- Foundation ,footings basis of columns etc and mass concrete.

Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like.

Wire Crates of G.I wire filled with boulders with scure cut faces against the wire ( boulder filling to be measured /paid separately ) including all leads /lifts complete G.I Wire 4mm thick corresponding to SWG -08 -15X15 MESH complete as per direction of Er-in-charge .

Wire Crates of G.I wire filled with boulders with square cut faces agains wire including all leads /lifts complete as per direction of Er-in-charge .

Preparation of sub grade by dressing to camber ( earth work for cutting involved for the sub grade to be paid separately depending on the classification of soil ) complete as per HPPWD Specification including carriage of materials within all lifts / leads as per direction of Er-in-charge .

Consolidating of sub grade with road roller including making good the undulations etc with earth or quarry soil etc and rerolling the sub grade completed as per HPPWD Specification including carriage of materials with in all leads / lifts complete as per direction of Er-in-charge .

Stone soling properly hand packed filling inter with spalls and consalidating with spalls with power road roller to the required gradient and camber including spreading watering and rolling of binding materials moorum or earth etc 100mm spread thickness (Finished work including materials and labour .complete in all respect As per direction of Engineer-in- Charge.

gurcharan ind

HARMANJOT SINGH

DASU RAM