| 1 | 1 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.Cement Concrete Grade M-15 and above and PCC blocks | item 1 | 1 | Cum |
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| 2 | 2 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m | item 2 | 1 | Cum |
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| 3 | 3 | Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. In all type of soil | item 3 | 1 | Cum |
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| 4 | 4 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) | item 4 | 1 | Cum |
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| 5 | 5 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. | item 5 | 1 | Cum |
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| 6 | 6 | Brick work with FPS bricks of class designation 75 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) | item 6 | 1 | Cum |
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| 7 | 7 | Random rubble masonry with hard stone in foundation and plinth Cement mortar 1:6 (1 cement : 6 coarse sand) | item 7 | 1 | Cum |
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| 8 | 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40\nmm nominal size). | item 8 | 1 | Cum |
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| 9 | 9 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - All work upto plinth level :1:3:6 (1 Cement : 3 fine/ coarse sand : 6 graded stone aggregate 40mm nominal size). | item 9 | 1 | Cum |
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| 10 | 10 | Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix 1:4 (1 cement : 4 fine/ coarse sand) | item 10 | 1 | SQM |
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| 11 | 11 | 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.In gratings, frames, guard bar, ladder, railings, brackets, gates and\nsimilar works. | item 11 | 1 | KG |
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| 12 | 12 | Providing and fixing of reinforced Ferro-Cement drain covers\ndesigned for 'A' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc.Standard Size 600x800mm (75mm thick) for span 300 to 450mm | item 12 | 1 | SQM |
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| 13 | 13 | Providing and fixing of reinforced Ferro-Cement drain covers\ndesigned for 'A' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc.Standard Size 600x800mm (75mm thick) for span 300 to 450mm | item 13 | 1 | SQM |
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| 14 | 14 | Providing at site, lowering & laying in trenches, aligning & jointing oFRCC pipes NP2 class (with s/s ends IS: 458 - 1988 (amended up todate) marked and manufactured through spun process at all levelswith Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382(including cost of Rubber gaskets lubricants) as per drawing,sectional hydro testing of the sewer pipe line (including cost andconveyance of water to site for testing) etc., complete as directed byEngineer300 mm internal diameter | item 14 | 1 | MTR |
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| 15 | 15 | Providing at site, lowering & laying in trenches, aligning & jointing oF RCC pipes NP class (with s/s ends IS: 458 - 1988 (amended up to date) marked and manufactured through spun process at all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer 600 mm internal diameter | item 15 | 1 | MTR |
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| 16 | 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20\nmm nominal size) | item 16 | 1 | Cum |
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