APART/NOCP/FISHERIES/C-01

Amount

Chain Link Fencing Supplying, fitting and fixing chain link fencing of 10 S.W.G, G.I. Wire 50mm x50mm mesh fitted to M.S angle iron post at 2000mm apart of specification detailed below including supplying, fitting and fixing hooks, eye bolts with nuts, staples and bolts including three horizontal lines of G.I wire 10 S.W.G at top,middle and bottom and with one vertical line to each fencing post for keeping the fencing tight and erect complete, including one coat of primer painting to M.S angle iron post in P.C.C base etc. with following. Corner and end posts with M.S angle of size 50mmx50mmx 5mm and length not less than 1800mm only duly slotted and bottom torqued with two numbers as stay posts. Intermediate post with M.S angle of size 40mmx40mmx5mm and length not less than 1800mm only duly slotted and bottom torqued and splayed. Stay post with M.S angle of size 35 mmx35mmx5mm and length not less than 1800mm duly slotted and bottom torqued and splayed. All M.S angle iron posts are to be fitted to P.C.C base embedded not less than 600mm (P.C.C. work shall be measured and paid separately).

Earthwork in Excavation for foundation trenches of wall, footing of column, steps, septic tank etc. Including refilling thequantity as necessary after competion of work, breaking clods in return filling, dresssing, watering and ramming etc and removal of surplus earth with all lead and lift as directed and specified in the following classiofication of soils including bailing out water where necessary as directed and specified.(A) Upto a depth of 2.00m below the existing ground level.(b) In hard/ dense soil (Earth Work for Nursery Column)

Plain cement concrete works withcoarse aggregate of sizes13mm to 32mm in foundation bed for footing steps , walls, brick works etc. As directed and specified including dewatering if necessary, and curing complete( shuttering where necessary shall be measured and paid separately) (a) In prop 1cement: 3sand : 6coarse aggregate by vol)

Construction of Firm Main Gate Demolishing RCC work including stacking of steel bars and disposal of unserviceable material as directed for all levels Column Footing

Earthwork in Excavation for foundation trenches of wall, footing of column, steps, septic tank etc. Including refilling thequantity as necessary after competion of work, breaking clods in return filling, dresssing, watering and ramming etc and removal of surplus earth with all lead and lift as directed and specified in the following classiofication of soils including bailing out water where necessary as directed and specified. Upto a depth of 2.00m below the existing ground level. In hard/ dense soil (Earth Work for Nursery Column)

Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. Brick on flat soling.

Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). In prop 1cement: 3 sand :6 coarse aggregate by volume

Providing and laying plain/ reinforcement cement concrete work cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary and curing complete but excluding the costof form work and reinforcement for reinforced cement concrete work In sub structure upto plinth level M20 grade concrete or prop 1:1.5:3 Rectangular Portion Column Upto G.Lh

In super structure from plinth level upto 1st floor level (ii) Column, piller, post, struts, suspended floor, roof, landing, shelf andsuppoert, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase(expect spiral staircase and landing ) including prepairing the top surface and finishing of nosing (B) In Super structure from plinth level to 1st floor level (b) M20 grade concrete or prop 1:1.5:3 Column

10 mm thick Cement plaster in single coat on fair side of brick/concrete walls for interior plastering up to 1st floor level including arises or rounded angles not exceeding 80mm girth and finished even and smooth including curing complete as directed. In cement mortar 1:3 Column 1 Column 1

Supplying, fitting and fixing in position reinforcement bars conforming to relevent IS code, for reinforced cement concrete works in piles including straightening, cleaning, cutting and bending to proper shapes and length as per specifications and drawings. The rings should be welded with vertical reinforcements as per specified IS codes of practice. (Inclusive of lap length, hook, chair, bend, anchor...etc) TMT bar made of Primary producer (From Primary producer) footing & column

Supplying, fitting and fixing double leaf heavy duty iron gate, frame made from 50mm x 6mm M.S. flat iron with another horizontal flat at the middle, 20mm dia M.S bars at 200mm apart from bottom flat to top flat and 20 mm dia M.S. bars at 200mm apart from bottom flat to middle flat including drilling, welding etc. complete. All vertical bars are to be protruded at least 100mm above the middle and top flat is to be flattended and pointed as directed. Necessary locking arrangement on both faces, arrangement for temporary closing the gate and 2 nos.( minium) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embeded in C.C brick pillars as necessary including a red oxide painting to all iron works as directed and specified. (Separate payment will be made for posts).

Form Work-Columns, pillars,posts & strut square, rectangular, polygonal in plan or any shape like Tee/ L etc having plane vertical face using 25mm thick plank For Footing(2Nos) For Column (2 Nos)

Retaining Wall at 5 Nursery Ponds Bailingout acccomulated water from the Tanks/Ponds/ Beels/Swampy and marshy areas with the help of power pump machinesto expose the beds to sunshine till suitable for excavation in the form of earth as per direction and requirement of the deptt. Etc. complete including the ncost of transportation of power pump machine A.On hire system of power pump machines including the cost of P.O.L. charges etc.

Earthwork in Excavation for foundation trenches of wall, footing of column, steps, septic tank etc. Including refilling thequantity as necessary after competion of work, breaking clods in return filling, dresssing, watering and ramming etc and removal of surplus earth with all lead and lift as directed and specified in the following classiofication of soils including bailing out water where necessary as directed and specified. Upto a depth of 2.00m below the existing ground level. In hard/ dense soil (Earth Work for Retaining Wall)

Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. Brick on flat soling.

Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). In prop 1cement: 3 sand :6 coarse aggregate by volume

Providing and laying plain/ reinforcement cement concrete work cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary and curing complete but excluding the costof form work and reinforcement for reinforced cement concrete work Using Mixer Machine In sub structure upto plinth level Without using admixture, Plasticiser M20 grade concrete or prop 1:1.5:3

Supplying, fitting and fixing in position reinforcement bars conforming to relevent IS code, for reinforced cement concrete works in piles including straightening, cleaning, cutting and bending to proper shapes and length as per specifications and drawings. The rings should be welded with vertical reinforcements as per specified IS codes of practice. (Inclusive of lap length, hook, chair, bend, anchor...etc) TMT bar made of Primary producer (From Primary producer)

Form Work-Columns, pillars,posts & strut (a) square, rectangular, polygonal in plan or any shape like Tee/ L etc having plane vertical face (ii) using 25mm thick plank

BIO SECURITY Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. Up to a depth of 2.00m below the existing ground level. In hard/ dense soil (earth work for nursery and hatchery column)

Plain cement concrete works withcoarse aggregate of sizes13mm to 32mm in foundation bed for footing steps , walls, brick works etc. As directed and specified including dewatering if necessary, and curing complete( shuttering where necessary shall be measured and paid separately) In prop 1cement: 3sand : 6coarse aggregate by vol)

Roof truss: Providing fitting, hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section conforming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed. TATA make Circular Hollow section- CHS of Grade YST-310 conforming to I.S. Specification : 1161-1998

Construction of Approach road at Islamabad Fish Seed Farm Bagha Construction of Sub-grade and earthen shoulder with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet the requirement of table 300-2 with lead upto 1000m as per Technical Specification Clause 303.1 Private Land

Granular Sub-base with Well Graded Material. (A) By Mix in Place Method. Construction of Granular Sub-base by providing well graded materials spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacted with smooth wheel roller to achieve the desired density, comlete as Technical Specification Clause 401. For Grading II Material

Water Bound Macadam Sub-base/base 3) WBM Grading 3 . Using stone screening Type -B 11.2mm for Gr.lll. Providing, laying, spreading and compacting stone aggregates of specific size to Water Bound Macadam specification in cluding spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming, crushable screening to fill up the interstices of coarse aggregate ,watering and compacting to required density Grading 3 as per Technical Specification Clause 405 By Manual Means.

Inter locking concrete Block pavement Providing and laying Inter locking concrete Block pavement having thickness 80mm as per technical specification clause 1504.

'Direction and place identification sign more than 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 75x75x6mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawing and Technical Specification Clause 1701.