CIVIL COMPOSITE WORK FOR CONVERSION OF NON PIGGABLE TO PIGGABLE OF 30-INCH X 7.8 KM EXISTING PIPELINE FROM SEIPL (SHELL ENERGY INDIA PRIVATE LIMITED) METERING STATION TO HAZIRA COMPRESSOR STATION

CIVIL COMPOSITE WORK SCOPE OF WORK (CONSTRUCTION OF BOUNDARY WALL AND BUILDINGS AT DISPATCH TERMINAL)

FENCING & GATE

Supplying, fixing and tensioning in position 2.5mm(12gauge), 2 ply, 4 points, GI Barbed wire designation A-1 conforming to IS:278 in horizontal rows and cross diagonals for compound wall "Y" shaped overhang etc. with necessary GI staples, clips and pins, GI straining bolts and binding wire with all labour and materials etc. complete as per drawings, specifications and directions of Engineer-in-Charge.(The barbed wire shall be measured in linear length of the barbed wire actually fixed).

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 meter openable length (total length 90 m) , having 50 nos. rounds per 6 m length, upto 3 m height of wall/chain link fencing with existing 'Y' shaped angle iron placed 2.4 m or 3 m apart and with 9 horizontal R.B.T. reinforced barbed wire , stud tied with G.I. staple and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron , all complete as per the direction of Engineer In-charge, with reinforced barbed tape (R.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 gm/meter (Cost of M.S. angle & CC block to be paid separately)

Supplying, fabricating and fixing in position structural steel line posts, straining posts, struts for 'Y' shaped overhang etc. conforming to IS:2062 over brick/stone Masonry/ RCC compound walls/ columns, cutting to required size as per drawings and specifications, welding where necessary, embedding in position, holding to correct level and line, any auxiliary structure for dummy supports, drilling holes and painting as per painting specification attached with tender, cutting brick/rubble/concrete surfaces if necessary, grouting with M20 grade concrete including cost of grout with all labor and material etc. complete as per drawings, specifications and directions of Engineer-in- Charge.( All materials including cement shall be supplied by contractor) For Normal Industrial Environment.

Providing and fixing in position Steel Entrance Gates consisting of MC- 75 framework for shutters, 20mm square M.S. vertical bars welded to the framework @100mm c/c, 3mm thick M.S. sheet boxing, locking arrangement, 25mm thick, 75mm dia M.S. wheel with ball bearing including fixing the gate to RCC/ masonry by M.S. hinge arrangement (75mm x 75mm x 6mm M.S. angles, bolt, washers) and M.S. hold fast grouted with M-15 grade concrete, providing and fixing M.S. pivot, 50mm x 50mm x 6mm M.S. Tee bent to shape and embedded in road surface for gate opening track, gate stopper, painting the gate with approved shade and quality synthetic enamel paint (two coats) and a coat of approved quality primer, ensuring smooth operation of the gate etc. all complete as per attached standard drawing.

EARTHWORK IN SITE GRADING

Earthwork in excavation and filling in all types of soil except soft rock and hard rock for general site grading for all heights and depths including clearing and stripping etc. in excavation areas, removing shrubs, grass, bushes, vegetable growth and other objectionable materials, trees up to and inclusive of a girth of 30 cms. (girth measured at a height of one metre above ground level) including uprooting of roots, etc., dewatering, if necessary, sorting out the excavated soil into serviceable and unserviceable materials in excavation areas and including filling in filling areas with serviceable material for general site grading and roads for all heights and depths to proper levels, slopes, grades and camber including clearing and stripping in filling areas as per specifications, consolidating exposed natural soil to 90% of max. laboratory dry density as per IS:2720 Part-VII, cutting of trees of girth up to and inclusive of 30 cms, removal of vegetation, breaking clods, spreading in layers not exceeding 30 cms loose thickness, watering, ramming and compacting with power road rollers to give at least 90% of max. laboratory dry density, dressing, levelling, testing, etc. and disposal of unserviceable materials/surplus earth if any, as directed by Engineer-in-Charge including stacking and/or dumping and dressing the same in demarcated areas etc. complete as per specifications, drawings and directions of Engineer-in-Charge. (The leads for the above-mentioned operations shall be within the boundary limit of the plant and measurement shall be taken in the cutting area only).

PAVER BLOCK FLOORING

Supplying and placing in position as per approved pattern of Cement Concrete Interlocking paver block 80 mm thick of approved shape, rough finish, M-40 strength of approved brand laid over the sand bed of minimum 100 mm thick. The CC interlocking blocks to be of uniform grey colour or as approved by EIC complete in all respects, as per technical specifications and directions of the Engineer-in-charge Note:- 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such paver blocks,sand, earth work in excavation in cutting earth in all conditions, shuttering with all bye works and sundry works. 2. To be read with in conjunction with Particular Job Specification 3.Supply of all materials and providing labour, tools and tackles are in contractor’s scope