Tender For Street & Furniture Work On The Access Road Leading To Barua Sagar Fort Of Jhansi District, Excavation in foundation in ordinary soil (loam day or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area deared. Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. Providing and laying cement concrete 1:1.5:3 (1 cement 1.5 coarse sand :3 graded Stone aggregate 20 mm nominal size) including supply of all materials, labour T & Prtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand B graded Stone ballast 40 mm nominal size) and curing complete, including cost of form-work, in foundation. Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections., Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads: but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg/cum Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 (1 cement: 6 coarse sand) Red sand stone for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade. 40 mm thick Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, haisting, fixing in position and applying a priming coat of approved steel primer all complete. 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 12 mm cement plaster of mix: 1:4 (1 cement: 4 coarse sand), 12 mm cement plaster finished with a floating coat of neat cement of mix : - 1:3 (1 cement: 3 fine sand) Finishing walls with textured exterior paint of required shade: New work (Two or more coats applied @ 3.28 Itr/10 sqm) over and including priming coat of exterior primer applied @2.20kg/10 sqm Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture GRC Mesh Light Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. Providing and applying tack coat using hot straight run bitumen of grade VG 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications: On bituminous surface @ 0.50 Kg/sqm 12.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP: 53, Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-ll (size range 53 mm to 0.075 mm) having CBR Value-25 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). Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M- 25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.5. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineerin-charge SUPPLY & FIXING OF STONE BENCHES, Supply & fixing of Solar light 36 watt including inbuilt charge controller and dusk to dawn operation Galvanized pole of M.S. material and 7 meters height, Battery Tubular 12v/150 Ah, suitable for 2 days autonomy & solar panel 200wp. Manufacturing, providing & fixing campus entrance signage as per design approved by architect & drawing enclosed, letters extruded on 50mm thick red sand stone dry cladding over brick column with varying perimeter 750X750 size with 150 mm high sand stone pedestal with foundation all complete as per the specification & direction of the architect. Manufacturing, providing & fixing directional signage - vehicular as per design design approved by architect & drawing enclosed, letter laser edged on 2 mm aluminum plate in dark green enamel properly fixed on 6mm thick aluminium sheet 900X150 size fixed over 100-150 diameter aluminium dia cast post/MS Pole placed over 450 diameter sand stone base 1380 high with foundation all complete as per the specification & directions of the architect. Manufacturing, providing & fixing directional signage pedestrian type-a as per design approved by architect & drawing enclosed, letters laser edged on 2mm aluminium plate in dark green enamel properly fixed lon 50 mm thick red sand stone slab 1200X200 size fixed over 100-150 diameter aluminium dia cast post/MS pole placed over 2 nos. 150 diameter sand stone post 3000 high with foundation all complete as per the specification & directions of the architect
