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| 1 | M&L for Demolition of cement concrete (un reinforced) in ground floors and pavings, drain walls n exc 15cm thickness (below or above ground level) complete all as specified and directed by Engr-in-charge. |
| 2 | M&L for 100 mm thick cement Concrete (1:4:8) type D-2, using 40mm graded stone aggregrate as in sub base of flooring/ hard standing path complete all as specified and directed by Engr-in-charge. |
| 3 | M&L for50 mm thick Cement Concrete 1:2:4type B-1 using 20mm graded stone aggregrate as in flooring/ hard standing surface finished even an smooth with out using extra cement and forming the expansion and contraction joints at regular intervals with proper sealent compound, Grade \"A\" complete all as specified and directed by Engr-in-charge |
| 4 | M&Lfor Forming 12 mm thick joints filled with pre-formed bituminous filler and top 30 mm primed and sealed with sealing compound, Grade \"A\" complete all as specified and as directed by Engr-in-charge. |
| 5 | M&L for demolition precast concrete articles, like Kerb Stone/walls and precast concrete block walling built in cement mortal complete all as specified and directed Engr-in-charge. |
| 6 | M&L for providing cement concrete 1:2:4 type B-1 using 20mm graded aggregate in lintels upto 1.5m clear span, cills, steps; sesmic and other similar bands, plinth courses, string courses, lacing cources, parapets and railings upto 60cm in height, copings, kneelers, apex stones, bed plates,kerbs not provided for n items water troughs and like including weathering, sightly rounded or chamfered angles and throating complete all as specified and directed Engr-in-charge. |
| 7 | Demolition of cement concrete (reinforced) in ground floors and pavings, drain walls n exc 15cm thickness (below or above ground level) complete all as specified and directed by Engr-in-charge. |
| 8 | 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 by Engr-in-charge. |
| 9 | M&L for plan cement concrete (1:4:8), Type D-2, using 40mm graded stone aggregate as in foundation, complete all as specified and directed by Engr-in-charge. |
| 10 | M&L for plan cement concrete (1:2:4), Type B2 using 40mm graded aggragate in surface channels, saucer drains and roads complete all as specified and directed by Engr-in-charge. |
| 11 | M&L forFormwork to faces of walls, retaining walls, abutments, parapets and staircase railing 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 directed. |
| 12 | M&L forFormwork tosoffits of suspended slabs such as roof slabs, floor slabs, landing and similar work; not exceeding 200mm thick (Horizontal or sloping) and the like for fair finished surfaces of concrete, complete all as specified and directed. |
| 13 | M&L for Mid 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 directed by Engr-in-charge. |
| 14 | M&L for reinforcement cement concrete Nominal mix Type B1 1:2:4 (20mm graded aggregate) as in walls, retaining walls, basement walls, ballast walls and the like etc complete all as specified and directed. |
| 15 | M&L for reinforced cement concrete Nominal mix Type B1 1:2:4 (20mm graded aggregate) as inslabs 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. |
| 16 | M&l for framed work such as grills, gratings, etc.. With ends of bars shoulders and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railing; framework of water tanks and similar work conforming to Fe.290. Gde-E-165. |
| 17 | S&F in repairs PVC (SWR) pipes single socketed, in any length with rubber ring joints, 110mm dia, laid in trenches or in floors complete all as specified and directed by Engr-in-charge. |
| 18 | M&L for providing precast reinforced cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) for drains 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 directed by Engr-in-charge. (Note :- Reinforcement shall be measured and paid separately). |
| 19 | M&L forcleaning 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, slit, 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 by Engr-in-charge |
| 20 | 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 by Engr-in-charge. |
| 21 | M&L for Scarifying or picking graveled macadam surfaces in area n. exceeding 400 Sqm, depth of pot hole exceeding 50mm but n ece 100mm deep rolling over and grading the broken up surface to proper camber all as specified removal of spoil and depositing as directed. |
| 22 | M&L for preparing un surfaced water bound macadam by bruishing 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 /tracking coat with bitumenous pimer (paving bitumen) @ 10 Kg per 10 Sqm of surface complete all as specified. |
| 23 | M&L for Premix bituminous macadam (consolidated thickness 75mm or less), with 4.0% binder content by weight of total mix with paving bitumen of Grade VG-30, rolled and compacted with power road roller 8 to 12 tonnes capacity to required camber and gradient complete all as specified and as directed. Note: Mix design shall be carried out through a government lab. In case if weight of bitumen content is more than the specified, no additional payment will be admissible. However, if bitumen content is less than specified, same shall be adjusted as per relevent SSR item of bitumen supplied rate only as applicable including % used quoted by the contractor for supply only bitumen rate |
| 24 | M&L for preparing black top surfaced with wire brushes for removing caked mud etc. Sweeping withbrooms 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 VG-10) @ 5 Kg per 10 Sqm of surfaces complete all as specified. |
| 25 | M&L for bituminous premixed semi dense asphaltic concrete 30mm average consolidated thickness with 5.5% binder content by weight of total mix with paving bitumen of grade VG-30, rolled with 8 to 10 tonne capacity power roller and compacted to required camber and gradient using mechanical paver and hot mix plant, complete all as specified and as directed. Note: Mix design shall be carried out through a government lab. In case if weight of bitumen content is more than the specified, no additional payment will be admissible. However, if bitumen content is less than specified, same shall be deducted as per relevent SSR item as applicable including % quoted by the contractor for supply only bitumen rate. |
| 26 | 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 BS3262-1989 with special applicator machine all as per manufactures instruction complete all as specified and as directed. |
| 27 | 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 atleast 25mm in depth and making good by applying tack coat using paving bitumen at the rate 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 0.6 cum of sand), again well rammed (including supply of premix binder and sand) depth of potholes n. exc 30mm). |
| 28 | Supply and fixing cat eye (PVC) solar reflective type of metal body alloy of size 100mm x 100mm x 20m with PMA striplens reflector, fixed with adhesive and including MS stud of suitable size fixed along the center line ofthe road as per manufactures instructions, complete all as specified and directed |
| 29 | M&L for preparation of new or previously untreated surfaces and applying two coats of synthetic enamel paint a coat of primer on kerb walls complete all as specified and directed. |
| 30 | M&L for Preparation of old painted surfaces and applying two coats of synthetic enamel paint on kerb walls complete all as specified and directed. |
| 31 | Total Amount in Figures |
| 32 | Quoted Amount in Words |
