Uttar Pradesh State Industrial Development Authority Tender

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 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.

Providing & laying 25 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, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and 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, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specifications Clause 509 complete in all respects.

Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor @ 0.2 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

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.

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. 80 mm (Ordinary Grey)

Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) and curing complete, lncluding cost of form work. ln Foundation and floors.

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) Rate taken as per SOR 2022 Item No 8.35 (Traffic Sign Head) (Page - 78)

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m ]ead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. Mannual (Small work)

Footpath & Rain Water Harvesting

Excavation in foundriion rn orciinary soil (Loam, Clay or Sand) lncluding lift upto '1.50 m and lead upto 30m and including fllling 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 lncharge upto a distance of 30m from the foundation trenches. Mannual (Small work)

Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)and curing complete, Including cost of form work. In Foundation and floors.

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)ii.Above plinth level upto fifth floor lable

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

Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns

Centering and shuttering including strutting, propping etc. and removal of form for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets,kerbs and steps etc.

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.

Pea gravel.

Constructing masonry Chamber brick work with common burnt clay F.P.S.(non modular) bricks of class designation 150 in cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar :3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. 90x90x100 cm Inside

PVC slotted pipe 200 mm dia as per IS: 12818

PVC blind pipe 200 mm dia as per IS: 12818

STONE BALLAST (From Khera Thakur Quarry) 45-90 mm guage stone ballast.

CRUSHED STONE BALLAST/GRIT (From Ghatri Quarry)45-63 mm guage stone ballast.

22.4-53 mm guage stone ballast.

40mm guage stone ballas

Earth work in filling by Carted Earth including Labour, T&P, Cartage etc. complete as per directed by the Engineer-in-charge

Earth work in embankment mechanically compacted to 98% proctor density In ordinary soil, excavation to be done form of regular pits not exceeding 0.5mtr in depth and work in embankment to be in 20cm layer including ramming and dressing pulverization surfacing including Supply of Labour, T&P, Roller and water sprinkler etc.

Providing and laying cement concrete in 1:4:8 (1 Cement : 4coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Supply & Laying of I shaped (Zigzag) precast interlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30 Mpa and weight 4.50 kg) including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. 80mm (Rubber molded Grey)