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| 1 | Dismantling the existing bituminous road/ concrete road/ water bound macadam etc and stacking the serviceable materials as directed, disposal of the surplus dismantled material by mechanical transport in conformity with the applicable bye laws of local bodies. |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 3 | 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete |
| 6 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 7 | Suspended floors, roofs, landings, balconies and access platform |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 9 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 10 | 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. |
| 11 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 12 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 13 | Two or more coats on new work. |
| 14 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 15 | Raising/lowering of Manholeneck upto 450 mm by dismantling and removing the existing frame, overlapping necessary reinforcement bars, providing R.C.C1:1.5:3 ( 1 cement: 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size.) including dismantling of existing RCC if required ,necessary centering/shutteringand necessary back filling required as directed by Engineer-In-Charge. ( Note: The rate includesnecessary straightening, welding holdfast etc to the outer frame of manhole cover andremoval of jammed manhole cover if any including transportation to the welding shop etc. Nothing extra shall be paid on any account.) (Reinforcement TMT Bars should be paid in relevent item) |
| 16 | Manhole neckround opening 0.69 m inner diameter up to 450 mm Neck Height. |
| 17 | Raising/lowering of Handholeframeupto 450mmby dismantling and removing the existing frame, overlapping necessary reinforcement bars, providing R.C.C1:1.5:3 ( 1 cement: 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size.) including dismantling existing RCC up to required depth if required ,necessary centering/shutteringand necessary back filling required as directed by Engineer-In-Charge. ( Note: The rate includes necessary straightening, welding holdfast etc to the outer frame of handhole cover and also removal of jammed handhole cover if any including transportation to the welding shop etc. Nothing extra shall be paid on any account.)(Reinforcement TMT Bars should be paid in relevent item) |
| 18 | Handholeframe of Size 1.20 M X 0.70 M upto 450mm( Two cover Handhole) |
| 19 | Handholeframe of Size 1.80 M X 0.70 M upto 450mm( Three cover Handhole) |
| 20 | Handholeframe of Size 1.20 M X 1.50 M upto 450 mm( Four cover Handhole) |
| 21 | Handholeframe of Size 1.80 M X 1.50 M upto 450 mm( Six cover Handhole) |
| 22 | Extra for additional height above 450 mmof manhole neck/ Hand Hole more than the stipulated height in relevent items .(Reinforcement TMT Bars should be paid in relevent item) |
| 23 | Manhole round opening 0.69m in diameter |
| 24 | Handholeframe of Size 1.20 M X 0.70 M( Two cover Handhole) |
| 25 | Handholeframe of Size 1.80 M X 0.70 M (Three cover Hanhole) |
| 26 | Handholeframe of Size 1.20 M X 1.50 M ( Four cover Handhole) |
| 27 | Handholeframe of Size 1.80 M X 1.50 M ( Six cover Handhole) |
| 28 | Searching and clearing ofburried manhole/handhole of any size, including demolishing of bituminous / concrete/earthroad, disposal of debris to place as permitted by local body etc,, complete all as directed by Engineer in charge. ( Due care to be taken to avoide any damages to manhole /handhole, .Rate includescost of operation , labours etc. Nothingextra shall be paid on anyaccount.) |
| 29 | Transportation of damaged/crushed covers from one site to another, from site to departmental store including removing loading unloading transportation fixing ctc. Complete as directed by Engineer in charge. |
| 30 | Providing and fixingin position / supplyingManhole M.S.cover frame for 690 mm diameter manhole opening as per Engineer in charge with holdfast made up of M.S.sheet of required height 3 mm thick steel work painting withSyntheticpaint including filling grease in gaps cover and its frame etc complete as directed by Engineer-in-charge. |
| 31 | Providing and fixing in position reinforced Concrete Cover with Spring Fibre Conforming to MD-10 and its assembly for 690 mm. nominal dia manhole opening as per the drawing Nos. CD/3A & CD/3B;107 mm. thick and 820 mm. dia cover with M.S. angle rim of size 107 x 65 x 3 mm. on side and 1.6 mm. M.S. bottom plate; necessary reinforcement welded to the rim;welding wherever necessary; cement concrete mix 1:1:2 ( 1 Cement : 1 Coarse sand : 2 graded stone aggregate 12.5 mm nominal size) with spring steel fibre conforming to I.S.12592 (part I)-1988 @ 0.75% by Volume of concrete; Steel work hot dipped galvanised; the necessary lifting arrangement; embossing on cover as required; filling grease in gaps between cover and its frame etc; complete as per direction of the Engineer-In-Charge. |
| 32 | Removing and refixing of jammed manhole/handhole coversfrom existing manhole/ handhole , complete all as directed by E-I-C. ( Due care to be taken to avoide any damages to manhole /handhole covers, manhole/handhole frames etc.Rate includescost of operation , labours etc. Nothingextra shall be paid on anyaccount.) |
| 33 | Credit for structral steel work obtained from the damaged / bend members of the hand hole frame as per the direction of Engineer in Charge.(Note :- The actual weight of the frame is considered for the payment.) |
