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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.(All kinds of soil) |
| 2 | 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 upto 1.5 m. |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.(All kinds of soil) |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for:(Foundations, footings, bases of columns, etc. for mass concrete.) |
| 6 | 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-500 D or more) |
| 7 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cementconcrete work including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverableseparately). All works upto plinth level. |
| 8 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 9 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses 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 finished welded type tubes) |
| 10 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 11 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete.(On steel work) |
| 12 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge:(bituminous road) |
| 13 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all loads including all lifts involved. |
| 14 | Providing and erecting 2.00 metrehigh temporary barricading at site as per drawing/ direction of Engineerin- Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note:- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). |
| 15 | Providing, installing and fixing with necessary clamps etc. retro reflective Double Sided Place Identification / Road Name signboards comprising of customized modular PU (Poly Urathane) Epoxy Coated Miled Steel hollow section frame work, aluminum composite panel (ACP) mill finished or PVDF (Polyvinylidene Fluoride)coated or as specified as base board, micro prismatic retroreflective sheet. The horizontal and vertical members of the Miled Steel frame module shall be made of Miled Steel hollow section 50x50x3.6mm as per approved drawing and each panel shall be braced diagonally (one way only) with same section. The aluminum composite panel (ACP) shall have a thickness of 4mm with 0.5mm thick skin of aluminum on both sides. The ACP shall be routed, folded and fixed on the Miled Steel frame with Very High Bond tape 24mm wide and 2.3 mm thick provided throughout the length and breadth of the frame including riveting at the right angle face of the frame with pop riveting or with self taping Stainless Steel screws 5mm dia spaced not more than 300mm center to center on both side of frame ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retroreflective sheet conforming to Type-XI of ASTM: D 4956-09 shall be pressure fixed as background sheet (In white colour) which will be digitally printed matter, border & symbol etc with 10 years warranty and having clear film for Ultraviolet protection (the reflective Value should be as per IRC67 when tested) of approved make and colour to create a desired road sign and information message. The rear side of the Mild Steel frame shall be covered with balancing ACP sheet of the same description as mentioned above and shall be fixed in similar manner as described above. The rate shall include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Only front area of the board shall be measured for payment. (All structural steel work shall be paid for separately under the relevant agreement item, except Miled Steel hollow section frame work and fixing arrangement with clamps for the sign boards which are included in this item).Sizes (1.8 x 6x 2sides, 1.8 x 8 x 2sides, 1.8 x5x2sides, 1.8x7x2sides & 1.8x6x2sides) |
| 16 | Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge. |
