| Reference | CDC0178P19 |
| Date | 1/4/2019 |
| Location | Asia |
| Scope | The company announces its need for Construction of Boundary wall (715.00 Mtr) around OCS#7 as per standard drawing, Construction of pipe rack 14 (Fourteen nos) and construction of asphalted road as per requirement inside OCS#7 in Madhuting area. The instruments to be supplied are as follows: - - Item 001 Qty=300 of Collecting / excavating sand, soil, silt, ordinary earth from any source, load into lorries, transport it to distant place of work including procuring earth and laying in layer of 150mm thickness and compacting, profile properly made for taking measurement, including all measurable lead up to 30m and lift as required. (The contractor shall be responsible for all formalities of supply of earth such as purchase of land including royalties, monopoly / other statutory taxes as required from any distance.). - Item 002 Qty=10 of Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-Charge. - Item 003 Qty=1,142.00 of Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, back filling the excavation earth to the extent required and utilizing the remaining earth locally for road work.)for Ordinary Soil by Manual Means (Depth up to 3 m). - Item 004 Qty=4 of Erecting Fabricated L/Steel Work-(Welding m/contractor): Erecting Fabricated Light Steel Work For Bridges and Culverts (R.S.J. channel, angles etc. - weight not exceeding 15Kg per meter of length) with welded connections, including leveling, drilling holes for bolts, cutting etc. and carrying the fabricated steel from a distance up to 30.00m away to the site of work.but welding, cutting sets and operator, fuel supplied by Contractor. - Item 005 Qty=15 of Pointing on stone slab ceiling with cement mortar 1:2 (1 cement : 2 fine sand):Flush / Ruled pointing. - Item 006 Qty=216 of Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. - Item 007 Qty=77 Laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 ( 1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)4.1.5. - Item 008 Qty=162 Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)6.1.1. - Item 009 Qty=607 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)6.4.1. - Item 010 Qty=256 of Laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level . - Item 011- 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)5.1.3. - Item 012 Qty=88 of Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement: 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).5.2.3. - Item 013 Qty=50 of Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 5.3. - Item 014 Qty=1,465 of Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete.5.9.1. - Item 015 Qty=858 of Centering and shuttering including strutting, propping etc. and remova of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers.5.9.5. - Item 016 Qty=1,379 of Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts.5.9.6. - Item 017 Qty=35,467.00 of Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Above plinth level: Thermo-Mechanically Treated bars.5.22.6. - Item 018 Qty=6,297 of cement plaster of mix:1:4 (1 cement : 4 coarse sand). - Item 019 Qty=3,879.00 of Steel work welded in built up sections / framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.10.25.2. - Item 020 Qty=700 of Providing and fixing concertina coil fencing with required dia 600 mm up to 3m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. stud tied with G.I. staples and G.I. clips to retain horizontal. - Item 021 Qty=5,148 of White washing with lime to give an even shade: New work (three or more coats). - Item 022 Qty=7.5 of Carriage of material by mechanical transport including loading unloading and stacking: Cement, stone blocks, G.I., C.I., A.C. & C.C. pipes below 100 mm dia and other heavy materials : Beyond 4KM and Up to 5KM. - Item 023 Qty=37.5 of Extra on Carriage of material by mechanical transport including loading unloading and stacking: Cement, stone blocks, G.I., C.I., A.C. & C.C. pipes below 100 mm dia and other heavy materials on every additional KM: Beyond 5KM and Upto 10KM. - Item 024 Qty=9,375 of Leveling and dressing road sides and verges including dressing the area and cutting earth up to 150mm depth and filling depression and breaking large earth lumps as directed. - Item 025 Qty=214.32 of Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, back filling the excavation earth to the extent required and utilizing the remaining earth locally for road work.)for Ordinary Soil by Manual Means (Depth up to 3 m). - Item 026 Qty=214.33 of Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. - Item 027 Qty=393.37 of Supplying and Laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 ( 1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)4.1.3. - Item 028 Qty=1,326.53 of Supplying and Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete.5.9.1. - Item 029 Qty=793.8 of cement plaster of mix:1:4 (1 cement : 4 coarse sand). - Item 030 Qty=1 of Carriage of material by mechanical transport including loading unloading and stacking: Cement, stone blocks, G.I., C.I., A.C. & C.C. pipes below 100 mm dia and other heavy materials : Beyond 4KM and Up to 5KM. - Item 031 Qty=1 of Extra on Carriage of material by mechanical transport including loading unloading and stacking: Cement, stone blocks, G.I., C.I., A.C. & C.C. pipes below 100 mm dia and other heavy materials on every additional KM: Beyond 5KM and Up to 10KM. - Item 032 Qty=9,600 of Jungle cutting and clearing including removal of cut materials up to 100m from site and disposing as directed (all jungle to be cut at ground level).For light jungle including plants and trees up to 300mm girth. - Item 033 Qty=1,800 of Construction of 150mm (Consolidated) Granular Sub-Base consolidated by dry rolling to proper grade including providing well compacted berms with earth on either side 1.2m wide leveled with finished road surface, dressing sub-grade including cutting surface up to 75mm deep to required level and as per clause 401. (Road roller supplied by contractor). - Item 034 Qty=1,800 of Leveling and dressing road sides and verges including dressing the area and cutting earth up to 150mm depth and filling depression and breaking large earth lumps as directed. - Item 035 Qty=1,800 of for Pre-Mix Carpeting Of 20 Mm Thick With Chips or pea gravels and bitumen over a tack-coat after cleaning the road surface with wire brush, brush broom and fanning with gunny bag etc., heating the bitumen to proper temperature, mixing 12mm and 10mm size chips or pea gravels in the ratio 2:1 by volume, heating the aggregates suitably adding bitumen at 9.50Kg per 10 sq. m or 52Kg per cubic meter of 12mm chips or pea gravels and 5.10Kg per 10 sq. m or 56 Kg per cu. m of 10mm chips or pea gravels preferably by other mixer until the chippings or pea gravels are thoroughly coated with binder, spreading the pre-mix with rakes to the desired thickness and camber immediately after applying the tack coat over the existing bituminous surface(Tack coat will be paid separately), checking the camber by templates, evening out irregularities and rolling the surface with a roller of 8 to 10 ton capacity, wetting the wheels of the roller to prevent premix from sticking and continuing rolling till the pre-mix is compacted. High and low spots observed are to be corrected by adding or removing premix chippings or pea gravels, excess rolling to be avoided, including carriage of bitumen from company’s store or yard to the site of work,(T&P& watch & ward & Road Roller by Contractor, Bitumen supplied by company).i)Using other mixer of approved type on Bituminous surface. - Item 036 Qty=1,800 of Applying primercoat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. - Item 037 Qty=1,800 of Providing and applying tack coat with bitumen emulsion/bitumen using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom including supply of bitumen emulsion/bitumen by Contractor of approved quality. - Item 038 Qty=3,600 of Construction of Water Bound Macadam base course 75 mm thick (Wearing course) and Surfacing Course (sealing coat) with loose hand broken metal of size 63mm and graded down to 45mm rolled dry to proper compaction, grade and camber and wet rolling after placing bindage of loamy earth and finally sealing thecompacted surface with a 25mm thick layer of sand shingles (Ref. to MoRTH Spec.404) and as directed as applied over new consolidated surface. (Road roller supplied by contractor). - Item 039 Qty=324 of Supply of approved quality granular materials from approved quarry, free from organic matter including stacking in measurable stacks as directed. - Item 040 Qty=374.4 of Supply of Hand broken hard stone metal from river boulder fairly cubical in shape, free from dust/dirt disingrated pieces, organic and other foreign matters(63mm to 45mm graded). - Item 041 Qty=16.2 of Supply of Broken stone(Boulder broken)(6mm graded down to 2mm), hard and clean . - Item 042 Qty=41.4 of Supply of Broken stone (Boulder broken 12 mm to 6 mm). - Item 043 Qty=40 of Carriage of material by mechanical transport including loading unloading and stacking: Tar Bitumen : Beyond 4KM and Upto 5KM. - Item 044 Qty=200 of Extra on Carriage of material by mechanical transport including loading unloading and stacking: Tar Bitumen on every additional KM: Beyond 5KM and Upto 10KM. |
| Bid Bond | INR 89,500.00 |
