| 1 | 1 | Cutting and clearing jungles including shrubs,water weeds,bushes,trees, plants,upto 30 cm. girth including removing as directed by Engineer-in-charge. | 1 | 7600 | Sqm |
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| 2 | 2 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.\nBy Mechanical Means | 2 | | |
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| 3 | 2.1 | Cement Concrete | 3 | 116.85 | Cum |
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| 4 | 2.2 | Reinforced Cement Concrete | 4 | 15.188 | Cum |
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| 5 | 3 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification\nClause 202 for Rural Roads of MORD.\nAbove 900 mm dia Hume pipe | 5 | 95 | Mtr |
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| 6 | 4 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .\nIn all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.\nDepth upto 3 m\n | 6 | | |
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| 7 | 4.1 | \nWith pumping out water including shoring as required. | 7 | 2373 | Cum |
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| 8 | 4.2 | Without pumping out water and shoring | 8 | 710.25 | Cum |
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| 9 | 5 | Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. | 9 | 632.75 | Sqm |
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| 10 | 6 | Quarrying, Carrying, & Supplying stone Boulders from quarry site selected by the Engineer-in-charge to the site of work and stacking properly including all incidental charges like Royalty etc. complete.\nBoulder above 20 kg each | 10 | 94.913 | Cum. |
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| 11 | 7 | Cement concrete with graded stone ballast (40 mm size excluding shuttering)\nIn ground floor\n1:3:6 proportion\nWith N.B. Variety stone metal.\n | 11 | 48.769 | Cum. |
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| 12 | 8 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.\nRiver bazree | 12 | 160.875 | Cum |
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| 13 | 9 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.\nRiver Bazree | 13 | 432.641 | Cum |
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| 14 | 10 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)\nSteel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work.\n\n | 14 | 2571.5 | Sqm |
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| 15 | 11 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.\nFor works in foundation, basement and upto roof of ground floor/upto 4 m\nTor steel/Mild Steel\nSAIL/ TATA/RINL | 15 | 50.944 | M.T |
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| 16 | 12 | Providing and laying reinforced cement concrete pipe NP3 with spigot socket for under groung drainage on first class bedding of granular material in single row including fixing with cement mortar 1:2 etc. complete as per direction of Engineer- in-charge.\n1400 mm dia | 16 | 80 | Metre |
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| 17 | 13 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)\nWith earth obtained from excavation of foundation. | 17 | 1997 | %Cum |
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| 18 | 14 | Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D)\n3 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size.\nCover: 450 mm X 50 mm\nFrame: 540 mm X 100 mm\nopening: 370mm\nWeight: 46 kg (approx) | 18 | 4 | Each |
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| 19 | 15 | Supplying, fitting and fixing C.I. square jalli.\n300 mm | 19 | 140 | Each |
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| 20 | 16 | Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge. | 20 | 21600 | Hp-Hr |
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