Construction of Chainlink Fencing on both sides of the Reservoir at Wah Khlek Khlek, NIT Meghalaya Permanent Campus, Saitsohpen, Sohra

Amount

Earthwork in excavation by Mechanical means up to a depth of 2 in below the existing ground level tor foundation, trenches Of foundations, footings Of column/ walls, retaining walls, septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification Of soils. ln hard rock BIasting prohibited

Random rubble masonry with hard stone in superstructure above plinth level and up to tirst floor level, including levelling up with cement concrete 1 :6:12 (1 cement: 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) at window sill, ceiling level and the like Cement mortar 1 :6 (1 cement: 6 coarse sand)

Centering and shuttering including strutting, propping etc. and removal of form for all heights complcte and as directed by Engineer in charge. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc (using steel)

Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). 1 :3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)

Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes up to 10 mm dia. etc. complete

Providing and fixing G.I. chain link fabric fencing Of required width in mesh size 50x50 mm includjng strengthening with 2 mm dia. wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge Madeof G.I. wire ofdia. 4 mm

Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per loo in (minimum), between the two posts fitted and fixed with G.I. staples, turn bucl(les etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire

Providing and fixing concertina coil fencing with punched tapeconcertina coil 600 mm dia. 10 in openable length (total length 90 in), having 50 nos. rounds per 6 in length, up to 3 in height of wall with existing angle iron 'Y. shaped placed 2.4 in or 3.00 in apart and with 9 horizontal P.B.T. reinforced barbed wire, stud tied with G.I. staples and a.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-incharge, with reinforced barbed tape (Pl.B.T.)/ Spring core (2.5 mm thick) wire Of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gin/in (cost of M.S. angle, C.C. blocks shall be paid separately)

20 mm cement plaster of mix: 1 :4 (1 cement: 4 coarse sand)

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade

Peter O Lyndem (BID ID -3323344)

Nabashem Warjri (BID ID -3323915)

Shri Collinstar Sawkmie (BID ID -3323910)

TAIBIN WARJRI (BID ID -3323895)

MEBANSON LYNDEM (BID ID -3324051)