Uttar Pradesh State Industrial Development Authority Tender

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.

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.

Providing and fixing M. S. tree guard 45 cm square in plan, height 1.20 metre above ground level and 0.40 metre below ground level. The vertical members shall consist of four nos. angle iron of size 25x25x3 mm, 1.6 m long, one at each corner and 8 nos flat iron of size 25x3 mm, 1.2 m long.The vertical mambers shall be welded to 4 nos. 25x6 mm M. S. flats placed horizontally around the vertical member of the cage. One name plate of 1mm thick M.S. sheet of size 250x100 mm shall be welded to the treeguard near the middle height and lettered CPWD/ PWD/ any other approved name. The tree guard shall be fixed to the ground by making suitable holes and by embedding four corners leg in the ground, including refilling the earth, compaction etc. complete. The tree guard shall be painted with two or more coats of synthetic enamel paint of approved brand and manufacture over a coat of primer, complete in all respect.

Providing and stacking of Cassia javanica of height 120-150 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Dalbergia sissoo (Seasam) of height 120-135cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.v

Providing and stacking of Ficus benjamina (green) of height 120-135 cm.with 6-8 branches and lush green foliage in g. bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Ficus bengalensis (Bargad) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge.

Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Butea frondosa (Flame of Forest) of height 60-75 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge.

Supplying and stacking at site dump manure from approved source,including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :Screened through sieve of I.S. designation 20 mm

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).

Reinforcement for RCC work Incluiding Straightening Cutting Bending Placing in Position and Binding all Complete. Cold twisted Bars