Uttar Pradesh State Industrial Development Authority Tender

Sand filling in plinth including supply of necessary quanlity of local sand from a distance not exceeding 8 Kms from the site of work and including watering dressing etc. required for proper completion of work

Providing and laying Spreading and compacting graded stone aggregate mixed with 1% Cement & 3.5% Emulsion to crushed stone treated base specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and copacting with vibratory roller to achieve the desired density.

Construction of Granular Sub Base by providing close graded materials, mixing in a mechanical mix plant at OMC, carriage of mixed meterial to work site, spreading in uniform layers with mortar, grader on prepared surface and compacting with vibratory roller to archieve the desired density. complete as per clause 401

Providing and laying Spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and copacting with vibratory roller to achieve the desired density.

Providing and applying Prime Coat with bitumen VG-10 on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 Kg/Sqm using mechanical means.

Providing & laying dense graded bitumanous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bitumenious binder @ 4.0 per cent VG-30 by waight of total mix, transported the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment rolling with smooth wheeled vibratory and tandam rollers to achieve the desired compaction including Tack Coat (0.200 kg. per swm. bitumen) as per MoRT&H Specifications Clause 507 Complete in all respects.

Brick edging on both side of the road of class M-150 bricks 8cm. (3") wide and 12cm (4½") deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge.

Providing & laying 50 mm thick bitumanous concrete with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminious binder @ 5% per cent of mix and filler, transporting the hot mix to work site, alignment, rolling with smooth wheeled, tandem rollers to achieve the desired compaction as per MoRT&H Specifications Clause 509 complete in all respects.

Providing & laying 40 mm thick bitumanous concrete with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminious binder @ 5% per cent of mix and filler, transporting the hot mix to work site, alignment, rolling with smooth wheeled, tandem rollers to achieve the desired compaction as per MoRT&H Specifications Clause 509 complete in all respects.

Supply & Laying of I shaped precast Interlocking tiles of thickness 80mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work.

Providing and laying of hot applied thermoplastic compound 2.50 mm thick including reflecturing glass beads @ 250 gm per sq. mtr. Area thickness 2.50 mm is exclusive of surface applied glass beads as per IRC - 35 the finished surface to be level, uniform and free from streaks and holes.

Supply & Fixing of raised pavement marker with made of Plastic body of RPM/Road Stud Shall be moulded from ASA (Acrylic Styrene Acrylonitrile) or HIPS (High-Imoact Polystyrene) or Acrylonitrite Butadien Styrene (ABS) or any other suitable material approved by the Engineer. The Marker shall support a load of 13.635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mould of methyl methecrylate confirming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+1-5 degree to base and the area of each retro reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10mm and shall not exceed 20 mm & width shall not exceed 130 mm.The base of the marker shall not be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture. epoxy installations,excess adhesive around the edge of the marker, excess adhesive on the payment and adhesive on the exposed surfaces of the markers shall be immedietly removed. The contractor shall submit a two year warranty for staisfactory field performance including stipulated retro reflectance of the reflecting panel, to the Engineer. In addition a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of refelective road markers. In case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentials all complete as per direction of the Engineer-in-Charge. RPM (with shank)

Providing arrd Laying NP-3 pipe RCC concrete pipe for culvert on first class in single row including fixing socket with cement moriar 1:2 but excluding excavation, proteclion works, backfilling, concrete and masonry works in head walls and parapets clause 2900. 350 mm dia NP-3

Providing and laying cement concrete in 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors.

DRAIN WORK PART-B

Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete (Where Machine not reached/Move)

Cement concrete with 4cm Guage Approved Stone ballast , Coarse Sand& Cement in the proportion of 8:4:1 including Supply of all material, Labour, Tools & Plants etc required for Proper completion of the work. UPPWD/SOR/281/P-17

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work,using cement content as per approved design mix, including pumping of concrete to site of laying and including the cost of centering, shuttering, finishing but excluding reinforcement, including admixtures in recommended proportions as per lS: 9103 to accelerate, retard selting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.(Note i Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable / recoverable separately).

All work up to Plinth level.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Cold twisted bars

PARK WORK PART-C

Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches.

Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and laying cement concrete in 1:5:10 (1 Cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors.

Pointing on stone work with Cement mortar 1:3 (1 cement : 4 coarse sand) Raised and pointing

Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work.

12mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm in girth and finished even and smooth.

Supplying at site R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3(1 cement : 1.5 coarsesand : 3 graded stone aggregate12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-incharge (cost of earth works in excavation, concrete works in foundation to be paid separately)

Providing and laying cement concrete in 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors.

Fencing with R.C.C. 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 one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C.posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wireused.With G.I. barbed wire

Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

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. including cost of centering, shuttering, finishing and excluding reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) i) upto plinth level

Steel reinforcement for R.C.C. work including straightening, cutting, ending, placing in position and binding all complete upto plinth level.Cold twisted bars

Steel wok in built up tubular (round,square or rectangular hollow tubes etc.) truses etc. including cutting. Hoisting fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. (Hot finised welded type tubes.