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| 1 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification inciuding spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding material to fill the interstices of coarse aggregate, watering and compacting with Vibratory roller.to the required density. - By Mechanical Means - Grading I Using Screening type-A (13.2 milimetre Aggregate)Item / Page No : 18 / 31Specification No : MORTH-401,402,404,902,112Spec. Page No : 109-111,112-116,121-129,417-421,19-21 |
| 2 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding material to fill the interstices of coarse aggregate, watering and compacting with Vibratory roller to the required density. - By Mechanical Means - Grading II Using Screening type-B (11.2 milimetre Aggregate)Item / Page No : 20 / 32Specification No : MORTH-401,402,404,902,112Spec. Page No : 109-111,112-116,121-129,417-421,19-21 |
| 3 | Providing and constructing 50 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 specified grade at the rate of 1.75 kilogram per square metre, spreading 12 milimetre size chips, compacting with 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)Item / Page No : 37a / 34Specification No : IRC-SP-20Spec. Page No : 215 |
| 4 | Providing and Laying open graded premix surfacing of 20 milimetre thickness composed of 13.2 milimetre to 5.6 milimetre aggregates premixed with bituminous binder, transported to site with vehicle tracking system, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction, excluding prime / tack coat and seal coat. For Bitumen VG-30 bulk (Grade 60/70) - Using drum mix type hot mix plant without Supervisory Control and Data Acquisition, Paver and vibratory roller. (Over modified penetration macadam surface)Item / Page No : 12 / 38Specification No : MORTH-501,510,511,902,903,112,MORTH-503Spec. Page No : 149-162,198-205,205-207,417-421,421-436,19-21,168-170 |
| 5 | Providing bituminous type A liquid seal coat on bituminous surface including supplying all materials and bitumen of VG-30 grade, preparing existing road surface, heating and applying bitumen at the rate of 0.98 kilogram per square metre by mechanical means, spreading chips and rolling by static roller having weight 8 to 10 metric tonne, excetra complete.Item / Page No : 1 / 37Specification No : MORTH-511Spec. Page No : 149-162,205-207,198-205,417-421,19-21 |
| 6 | Supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete.Item / Page No : 29a / 29Specification No : MORTH-408Spec. Page No : 139-142 |
| 7 | Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete.Item / Page No : 30 / 29Specification No : MORTH-408Spec. Page No : 139-142 |
| 8 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering, excetra complete.Item / Page No : 31 / 29Specification No : MORTH-408Spec. Page No : 139-142 |
| 9 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing off unsuitable or excess stuff as directed all sorts of soils.Item / Page No : 18 / 28Specification No : MORTH-301,309Spec. Page No : 45-53,85-89 |
| 10 | Providing and laying cement concrete pipe confirming to Indian Standard 458:2003 non pressure class-2 of 900 milimetre diameter in proper line, level and slope including providng and fixing collars in cement mortar 1:2 and curing, excetra complete.Item / Page No : 11 / 72Specification No : CD.7Spec. Page No : 162 |
| 11 | 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.Item / Page No : 3 / 0Additional 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. |
| 12 | Surcharge on Royalty charges at the rate of two percent of Royaltycharges 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.Item / Page No : 14 / 0Additional 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. |
| 13 | 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.Item / Page No : 4 / 0Additional 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.2. Above / below percentage quoted by the contractor will not be applicable for this item.Sieve Analysis Test for Metal 40 milimetre and above (Crusher Broken)1 Test per 100.00 Cubic Metre |
| 14 | Providing and fixing Name Board of Size 0.90 X 1.20 mtr. with two vertical angle of 40 X 40 X 5 mm of 2.25 mtr. height out of which 0.45 mtr. embedded in cement concrete 1:4:8 of trap metal and M.S. Angle 40 X 40 X 5 mm top and Bottom and 16 Gauge thick sheet including anticorrisive and oil paint coating and Lettering of text height 3 inches as white background and Letters in Black colours etc.completeRate Abst No : Rate Abstract No : 0045Additional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. |
