Construction of Brick Drain 2000 Mtr. Part II at C.T.S Musabani in the district of East Singhbhum.

5.1.1 Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts, levelling , ramming the foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I.

5.1.10 Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume)

5.3.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 5.3.1.2 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

5.6.1 Providing designation 75 A one brick flat soling joints filles with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I

5.2.3 Providing designation 75A brick work in C.M (1: 6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I.

5.3.9 Providing and laying in position reinforced cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level: 5.3.9.1 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).

5.3.17 Centering and Shuttering including struting, propping etc. and removal of form for 5.3.17.1 Foundation, footing,bases of column, etc. for mass concrete.

5.7.3 Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 and including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I

5.7.11 Providing 1.5 mm. cement punning including curing carrage of water withall leads and lifts as per building specification and d

12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (SOIL, WASTE & VENT PIPES) 12.41.2 110 mm outer dia

19.6 Providing and laying non- pressure NP2 class ( light duty ) R.C.C. pipes with collars jointed with still mixture of cenent mortar in the proportion of 1:2 ( lcement : 2 fine sand ) including testing of joints etc. complete. 250 mm dia. R.C.C. pipe

Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.

(A) Coarse sand ( 40 Km)

(B) Stone Chips (40 km)

(C) Bricks(1k+25p=26 km

(D) Cement (30 km)