| 1 | 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.\nBy manual means\n(B) Cement Concrete | Item 1 | 25.2 | Cum |
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| 2 | 2 | Dismantling Brick/Tile Work as per MoRD Technical Specification No. 202.\nDismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.\nB. In cement mortar | Item 2 | 94.5 | Cum |
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| 3 | 3 | Excavation for Structures\nEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and MoRD technical specification Clause 1104, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.\n (i) Ordinary soil\nA. By Manual Means (upto 3 m depth) | Item 3 | 1675.8 | Cum |
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| 4 | 4 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.\nI. Sand filling | Item 4 | 786.45 | Cum |
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| 5 | 5 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement).\nI. P.C.C grade M 10 \n(ii) Nominal mix 1:3.6 | Item 5 | 67.2 | Cum |
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| 6 | 6 | Providing concrete for plain/reinforced concrete in open foundations/substructures complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement).\nV. R.C.C. grade M 25 | Item 6 | 491.4 | Cum |
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| 7 | 7 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202. | Item 7 | 68796 | kg |
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| 8 | 8 | Wrought Iron and Mild Steel Welded Work\nWrought Wrought iron and mild steel welded work (using angles, square bars, tees and channel in grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately as per MoRT&H technical specifications Clauses and as directed. | Item 8 | 7450 | kg |
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| 9 | 9 | Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8. | Item 9 | 122.85 | Cum |
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| 10 | 10 | Providing weepholes in brick masonry / stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 Kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7. | Item 10 | 63 | mtr |
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| 11 | 11 | Supplying bamboo (1st class) 85 mm to 100 mm dia and making shoe with end tappered upto 300 mm from the bottom of the bamboo as per drawing and specification. | Item 11 | 1050 | mtr |
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| 12 | 12 | Handling and driving bamboo (1st class) 85 mm to 100 mm dia upto the length required by heavy hammer as per drawing and specification. | Item 12 | 1200 | mtr |
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| 13 | 13 | Providing and fitting, fixing bamboo (1st class) 85 mm to 100 mm dia for horizontal, diagonal bracing, strut etc. with nails / spikes and binding wire (GI 2.0 mm) as per drawing and specification. | Item 13 | 400 | mtr |
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| 14 | 14 | Labour Charge for fitting fixing of Drum Sheet is walling for palasiding work in/c. cutting in shape & size and fitting fixing complete with necessary spikes & nails and wire as per direction of the Engineer-in-Charge. (Empty bitumen drum will be issued from Department at free of cost). | Item 14 | 400 | mtr |
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| 15 | 15 | First class brick work in foundation and plinth including cost of all materials as required complete:-\nIn cement mortar 1:4 ( 1 cement : 4 fine sand ). | Item 15 | 15.75 | Cum |
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| 16 | 16 | 60 mm thick factory made c.c interlocking paver block of M -30 Grade\nProviding and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of sand, filling the joints with fine sand etc. all complete as per specification and approval/ direction of the Engineer-in-charge. | Item 16 | 210 | Sqm |
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| 17 | 17 | Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 200 mm dia. Pipe | Item 17 | 37.5 | mtr |
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| 18 | 18 | Carriage of available excavated earth with an average distance of 10.00 Km. by mechanical means using Truck, tiper, lari, loder etc. including loading & unloading & dressing complete as per direction of the Engineer-in-Charge. | Item 18 | 1675.8 | Cum |
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| 19 | 19 | Flat Brick Soling . \nProviding and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 KN as per MoRD Technical Specification Clause 412.\n Without using road roller) | Item 19 | 570 | Sqm |
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| 20 | 20 | Brick soling\n(i) Brick on edge soling\nProviding and laying brick on edge soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with sand, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.\n(without roller) | Item 20 | 150 | Sqm |
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| 21 | 21 | WBM Grading 3\nProviding, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 3 as per MoRD Technical Specification Clause 405.\nBy Manual Means | Item 21 | 42.75 | Cum |
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| 22 | 22 | Tack coat using hot straight run bitumen of grade VG-30 on W.B.M.\nProviding and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On W.B.M. @ 0.75 kg/ sqm. | Item 22 | 570 | Sqm |
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| 23 | 23 | Tack coat using hot straight run bitumen of grade VG-30 on bituminous surface\nProviding and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On bituminous surface @ 0.50 Kg/ Sqm. | Item 23 | 1300 | Sqm |
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| 24 | 24 | 20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder \nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508.\nCase – I By Manual Means\nBitumen of VG-30 | Item 24 | 1870 | Sqm |
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| 25 | 25 | Seal Coat. \nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510.\nA. By Manual Means\nCase- IV Type D ( Premix with fine sand) \n(i) Bitumen (60/70 Grade) VG-30 | Item 25 | 1870 | Sqm |
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| 26 | 26 | Maintenance of bituminous surface road\nRepair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with 75 mm B.M, after applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per MoRD technical specification Clauses 1900, 502, 503 and 504. | Item 26 | 5 | Cum |
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