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| 1 | M&L for Demolition of Cement Concrete (un reinforced) in ground floors and pavings, foot paths n exc 15 cm thickness (below or above ground level) complete all as specified and directed by Engr-in-Charge. |
| 2 | M&L for 75 mm thick cement concrete (1:4:8) type D-2 using 40 mm graded stone aggregate as in sub base of flooring/ hard standing path complete all as specified and as directed . |
| 3 | M&L for 75 mm thick cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate as in fiooring, path/ hard standing surface finished even and smooth with out using extra cement and forming the expansion and contraction joints at regular intervals with proper sealent compound, complete all as specified and directed. |
| 4 | M&L for demolition precast concrete articles, like kerb stone/walls and precast concrete block walling built in cement mortar complete all as specified and directed . |
| 5 | M & L for providing Cement Concrete 1:2:4 Type B1 using 20 mm graded Aggregate in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed . |
| 6 | M&L for Demolition of Cement Concrete (reinforced) in ground floors and pavings, drain walls n exc 15 cm thickness (below or above ground level) complete all as specified and directed . |
| 7 | M&L Hardcore of broken stone boulders of gauge n.exc 63mm , deposited , spread and levelled in layers n.exc 15 cm thickness watered and rammed to a true surface complete all as specified and directed. |
| 8 | M&L for Plain cement concrete (1:4:8), Type D-2, using 40mm graded stone aggregate as in foundation, complete all as specified and directed. |
| 9 | M&L for Plain Cement concrete 1:2:4 type B2 by using 40mm graded aggregate in surface channels, saucer drains, and roads complete all as specified and directed. |
| 10 | M&L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter and the like for fair finished surfaces of concrete, complete all as specified and as directed. |
| 11 | M&L for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) and the like for fair finished surfaces of concrete, complete all as specified and as directed. |
| 12 | M & L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engnr-in-Charge |
| 13 | M&L for reinforced cement concrete Nominal mix Type B1 1:2:4 (20 mm graded aggregate) as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses etc complete all as specified and directed. |
| 14 | M&L for reinforced cement concrete Nominal mix Type B1 1:2:4 (20 mm graded aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like etc complete all as specified and directed. |
| 15 | M&L for framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed. |
| 16 | S&F in repairs PVC (SWR) pipes single socketed, in any length with rubber ring joints, 110 mm dia, laid in trenches or in floors complete all as specified and as directed. |
| 17 | M&L for providing precast reinforced cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) for drain covers etc. set in cement morter 1:6 finishing the exposed faces even and smooth without using extra cement including demolition of existing unserviceable RCC covers and removing debris out side MD land complete all as specified and as directed. (Note :- Reinforcement shall be measured and paid separately). |
| 18 | M & L for Cleaning of area drainage by removing cover slabs of any description, position & thickness, removing material i.e, soil, vegetation, shrubs from cover slab & cleaning of deposited clay, silt, soil, debris, leaves and similar material from adjecent sides of road incl median (divider portion), saucer drain and make the main drain functional and placing the cover slab on the same, making good and disposing of removable material in Sharadha bridge location complete all as specified and directed. |
| 19 | Removal of excavated material/ debirs/ damaged material to a distance exceeding 1.5KM but not exceeding 5.0KM and depositing at Sharadha bridge complete all as specified and directed . |
| 20 | M & L for Scarifying or picking graveled macadam surfaces in area n. exceeding 400 Sqm ,depth of pot hole exceeding 50mm but n exc 100 mm deep rolling over and grading the broken up surfaces to proper camber all as specified removal of spoil and depositing as directed. |
| 21 | M & L for Preparing un surfaced water bound macadam by brushuing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/tacking coat with bitumenous primer (Paving bitumen) @ 10 Kg per 10 Sqm of surfaces complete all as specified . |
| 22 | M&L for bituminous macadam n exc 75mm thickness consolidated/ compacted thickness using hot mix plant and mechanical paver with 4% binder(paving bitumen VG-30 grade) content by weight of total mix, rolled and compactaed sing 8 to 10 tonnes power roller to required camber and gradient complete all as specified and as directed. Note (i) Bitumenous macadam shall be laid using self propelled hydraustatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined as per IRC 27:2009 the adjustment in the rate due to variation in quantity of bitumen if any shall be priced at the rate of Rs 60 per kg. |
| 23 | M & L for Preparing black top surfaced with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with guny bags to remove all loose dirt etc and applying evenly a priming / tacking coat with bitumenous primer (Paving bitumen) @ 5 Kg per 10 Sqm of surfaces complete all as specified and as directed. |
| 24 | M & L for bituminous premixed semi dense asphaltic concrete by mechanic paver, 40 mm consolidated thickness using crushed graded stone aggregate mixed with binder content @ 5.5% by weigth of total mix using paving bitumen, rolled and compacted to required chamber and gradient with 8 to 12 tonne capacity power roller complete all as specified and as directed. |
| 25 | M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. |
| 26 | M & L for repairs to pot holes any depth and n. exc 1 Sqm each including sweeping, free from dust and mud water scouring sunken surfaces in black top, road, path etc, cutting around edges to at least 25 mm in depth and making good by applying tack coat using paving bitumen at the rate of 5 Kg per 10 Sqm putting in premix as specified for thin bitumenous carpet 2 cm thick and well rammed and sealed with premixed sand seal coat (6.8 kg of binder with 0.06 cum of sand), again well rammed (including supply of premix binder and sand) depth of potholes n. exc 30 mm) complete all as specified and as directed. |
| 27 | Supply and fixing cat eye (PVC) solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector, fixed with adhesive and including MS stud of suitable size fixed along the center line of the road as per manufactures instructions, complete all as specified and directed. |
| 28 | M&L for Preparation of new or previously untreated surfaces and apllying two coats of synthetic enamel paint a coat of primer on kerb walls complete all as specified and directed. |
| 29 | M&L for Preparation of old painted surfaces and apllying two coats of synthetic enamel paint on kerb walls complete all as specified and directed. Please Enable Macros to View BoQ information |
