| 1 | 1 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed.\nItem / Page No : 11 / 27\nSpecification No : MORTH-301\nSpec. Page No : 45-53\n | | 139.59 | Cubic Metre |
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| 2 | 2 | Supplying trap metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal, etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)60 mm Metal, By breaking rubble obtained by blasting.(Hand broken). with prior approval of concerned Superitending Engineer.\nItem / Page No : 54A / 446\nAdditional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. | | 93.06 | Cubic Metre |
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| 3 | 3 | Supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete.\nItem / Page No : 29a / 29\nSpecification No : MORTH-408\nSpec. Page No : 139-142\n | | 106.32 | Cubic Metre |
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| 4 | 4 | Spreading 80/40 milimetre metal for road work including sectionong, etc complete as directed by Engineer in charge .\nItem / Page No : 58 / 447\nAdditional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. | | 93.06 | Cubic Metre |
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| 5 | 5 | Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete.\nItem / Page No : 30 / 29\nSpecification No : MORTH-408\nSpec. Page No : 139-142\n | | 106.32 | Cubic Metre |
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| 6 | 6 | Compacting the sub grade/gravel/oversize metal (200 milimetre loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.\nItem / Page No : 59 / 447\nAdditional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. | | 465.3 | Square Metre |
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| 7 | 7 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering, excetra complete.\nItem / Page No : 31 / 29\nSpecification No : MORTH-408\nSpec. Page No : 139-142\n | | 211.5 | Square Metre |
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| 8 | 8 | Compacting the hard murum/ kankar ( upto 200 milimetre loose) with power roller including artificial watering, excetra complete.\nItem / Page No : 31 / 29\nSpecification No : MORTH-408\nSpec. Page No : 139-142\n | | 165 | Square Metre |
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| 9 | 9 | Providing 300 mm dia NP 3 class Pipe | | 5 | Running Metre |
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| 10 | 10 | Providing and constructing 75 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 30 percent crusher broken metal plus 70 percent hand broken (by breaking rubble obtained by blasting), heating and spraying the bitumen of of specified grade @2 kilogram per square metre, spreading 12 milimetre size chips, compacting with three wheel static roller having weight 8 to 10 metric tonnes to achive the desired degree of compaction as per technical specification Clause 506, excetra complete. Including picking of existing water bound macadam surface. (Using VG-30 bulk bitumen)\nItem / Page No : 35a / 36\nSpecification No : IRC-SP-20\nSpec. Page No : 215\n | | 423 | Square Metre |
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| 11 | 11 | Providing hot mix hot laid 20 milimetre thick premix bitumenous carpet with liquid seal coat including supplying all the materials, preparing and cleaning the base, heating bitumen and chips, applying tack coat at specified rate, mixing hot bitumen and chips, laying the carpet layer with paver finisher and compacting the carpet including providing and compacting seal coat with roller, excetra. complete. using Bulk Bitumen grade 60/70\nItem / Page No : 33i / 133\nSpecification No : RD.63\nSpec. Page No : 233\n | | 423 | Square Metre |
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| 12 | 12 | Providing and fixing Road junction / Information sign board of size 0.90 metre X 0.60 m. prepared on 16 gauge mild steel sheet with angle iron frame of size 35x35x5 milimetre including painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective coat retaining 100% reflection including two angle iron post of size 50x50x5 milimetre of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 centimetre. with 4 numbers high strength galvanised iron bolts and nuts of size 10 milimetre diameter and 20 milimetre long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 centimetre X 60 centimetre X 75 centimetre size as directed by Engineer-in-charge excetra complete. Mild Steel Board with Engineering Grade.\nItem / Page No : 47 / 79\nSpecification No : MoRTH-801\nSpec. Page No : ---\nAdditional Specifications : The work shall be carried out as per instructions of Engineer in charge. | | 1 | Number |
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| 13 | 13 | Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor.\nItem / Page No : 3 / 0\nAdditional Specifications : 1. Government of Maharashtra, Revenue and Forest Department Gazette Number 67 Dated 15-5-2015 and Government of Maharashtra Public Works Department State Schedule of Rates 2017-18 General Note Number 4.3. 2. Above / below percentage quoted by the contractor will not be applicable for this item. | | 226.029 | Cubic Metre |
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| 14 | 14 | Surcharge on Royalty charges at the rate of two percent of Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor.\nItem / Page No : 14 / 0\nAdditional Specifications : 1. Letter from the Chief Engineer, Public Works Region, Nagpur; bearing number Ka.Raste-6/Darsuchi/7618/2019 dated 11/09/2019 and Corrigendum number 1 attached to the letter. 2. Above / below percentage quoted by the contractor will not be applicable for this item. | | 226.03 | Cubic Metre |
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| 15 | 15 | Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune.\nItem / Page No : 4 / 0\nAdditional Specifications : 1. The amount of laboratory testing charges will be paid to contractor only after submission of the original receipt from the Vigillence and Quality Control Office with the name of work mensioned on it. | | 1 | Number |
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| 16 | 16 | Add 1 % for Insurance\nNon-Dsr Item\nAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. | | 1 | Lumpsum |
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| 17 | 17 | Add 12 % for GST\nNon-Dsr Item\nAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. | | 1 | Lumpsum |
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