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| 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. By Mechanical Means.Item / Page No : 11 / 27Specification No : MORTH-301Spec. Page No : 45-53 |
| 2 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20 centimetre to 30 centimetre, breaking clods, dressing to the required lines, curves, grade and section, watering and compacting to 97 percent of standard proctor density for a lead of over 50 metres to 300 metres inclusive from the site of excavaion to the site of deposition, as directed.Item / Page No : 25 / 28Specification No : MORTH-305Spec. Page No : 63-77 |
| 3 | 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 |
| 4 | 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 |
| 5 | 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 at the rate of 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)Item / Page No : 35a / 33Specification No : IRC-SP-20Spec. Page No : 215 |
| 6 | 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 balck topped surface)Item / Page No : 11 / 37Specification 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 |
| 7 | 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 |
| 8 | 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 |
| 9 | 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 |
| 10 | Providing and laying cement concrete pipe confirming to Indian Standard 458:2003 non pressure class-2 of 600 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 : 9 / 72Specification No : CD.7Spec. Page No : 162 |
| 11 | Removing Non Pressure class 2 and Non Pressure class 3 pipes including stacking at road side as directed by the Engineer in charge. Upto 900 milimetre diameter, excetra complete.Item / Page No : 30 / 248Additional Specifications : The work shall be carried out as directed by Engineer-In-Charge. |
| 12 | Providing and laying Cast in situ/Ready Mix, cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailling out water, formwork, laying/ pumping, compacting and curing, excetra complete, with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed, excetra)Item / Page No : 1 / 150Specification No : Bd.E.1Spec. Page No : 287-288Additional Specifications : 1. With additional specifications for controlled concrete.2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 13 | Providing and laying in situ/Ready Mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete work in foundations like raft, strip foundations, grillage and footings of reinforced cement concrete columns and steel stanchions, excetra including bailling out water, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel), excetra complete, with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)Item / Page No : 11 / 153Specification No : Bd.F.3,B-7Spec. Page No : 298,38-40Additional Specifications : 1. With additional specifications for controlled concrete.2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 14 | Providing and laying cast in situ / Ready Mix Cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete pardi of required thickness including centering, formwork, cover blocks, compacting, finishing and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin excetra with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)Item / Page No : 17 / 158Specification No : Bd.F.11,B-7Spec. Page No : 304,38-40Additional Specifications : 1. With additional specifications for controlled concrete.2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 15 | Providing and laying cast in situ / Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for reinforced cement concrete slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks,laying / pumping, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)Item / Page No : 70 / 156Specification No : Bd.F.8,B-7Spec. Page No : 302-303,38-40Additional Specifications : 1. With additional specifications for controlled concrete.2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 16 | Providing and fixing in position thermo mechnically treated FE-500 steel bar reinforcement of various dias for reinforced cement concrete pile caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardis, copings, fins, arches, excetra as per detailed designs, drawings and schedules including cutting, bendding, hooking the bars, binding with wires or tack welding and supporting as requied complete.Item / Page No : 33 / 161Specification No : Bd.F.17Spec. Page No : 306 |
| 17 | Providing and laying rough Shahabad stone flooring 25 milimetre to 30 milimetre thick and of required width in plain / diamond pattern on a bed of 1:6 cement mortar including cement float, striking joints, pointing in cement mortar 1:3, curing and cleaning, excetra complete.Item / Page No : 1 / 180Specification No : BD.M.1Spec. Page No : 379Additional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 18 | 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. (This Item is to be paid to the contractor only after he pays the Royalty amount to Revenue department and produces the required voucher.)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. |
| 19 | Contribution towards District Mineral Foundation at the rate of 10 percent of prevailing rate of Royalty for various building construction bonafied materials which are used for government bonafied works and for which Royalty is to be paid by the contractor. (This Item is to be paid to the contractor only after he pays this contribution amount to Revenue department and produces the required voucher.)Item / Page No : 10 / 0Additional Specifications : 1. Government of Maharashtra, Industries, Energy and Labour Department Government Resolution Number MDF/0615/CR-34/IND-9 Dated 1-9-2016 and Section 2 thereof.2. Above / below percentage quoted by the contractor will not be applicable for this item. |
| 20 | 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 |
| 21 | Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal 40 milimetre and above (Crusher Broken)1 Test per Source |
| 22 | Flekiness Index / Elongation Index Test for Metal 40 milimetre and above (Crusher Broken)1 Test per Source |
| 23 | Sieve Analysis Test for Metal below 40 milimetre1 Test per 100.00 Cubic Metre |
| 24 | Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal below 40 milimetre1 Test per Source |
| 25 | Flekiness Index / Elongation Index Test for Metal below 40 milimetre1 Test per Source |
| 26 | Sieve Analysis Test for Hard Murrm1 Test per 100.00 Cubic Metre |
| 27 | Liquid Limit and Plastic Limit for Hard Murum1 Test per 250.00 Cubic Metre |
| 28 | Penetration, Softening Point, Flash and Fire Point, Specific Gravity for Asphalt VG-30 (Grade 60/70)1 Test per 10.00 Metric Ton |
| 29 | Viscosity Test for Asphalt VG-30 (Grade 60/70)1 Test per 10.00 Metric Ton |
| 30 | Ductility / Elastic Recovery for Asphalt VG-30 (Grade 60/70)1 Test per 10.00 Metric Ton |
| 31 | Sieve Analysis Test for Metal 40 milimetre and above (Hand Broken)1 Test per 100.00 Cubic Metre |
| 32 | Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal 40 milimetre and above (Hand Broken)1 Test per Source |
| 33 | Flekiness Index / Elongation Index Test for Metal 40 milimetre and above (Hand Broken)1 Test per Source |
| 34 | Sieve Analysis Test for Mix Material / Crushed Metal1 Test per 100.00 Cubic Metre |
| 35 | Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Mix Material / Crushed Metal1 Test per Source |
| 36 | Flekiness Index / Elongation Index Test for Mix Material / Crushed Metal1 Test per Source |
| 37 | Extraction Test for Mix Material2 Test per 500.00 Cubic Metre |
| 38 | Standard Consistancy, Fineness, Specific Gravity, Setting Time (Initial and Final), Compressive Strength, Soundness Test for Cement1 Test per 50.00 Metric Ton |
| 39 | Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Sand1 Test per Source |
| 40 | Compressive Strength of Cement Concrete Cube1 Test for quantity upto 5 cubic metre, 2 Tests for quantity above 5 cubic metre and upto 15 cubic metre, 3 Tests for quantity above 15 cubic metre and upto 30 cubic metre, 4 Tests for quantity above 30 cubic metre and upto 50 cubic metre. For quantity 50 cubic metre and above - 4 Tests + 1 Test for each additional 50 cubic metre |
| 41 | Tensile Strength, Percent Elongation, Yield Stress, Weight per Metre, Bend / Rebend Test, Proof Stress (Steel Bar upto 16 milimetre)1 Test per 5.00 Metric Ton |
| 42 | Tensile Strength, Percent Elongation, Yield Stress, Weight per Metre, Bend / Rebend Test, Proof Stress (Steel Bar above 16 milimetre)1 Test per 5.00 Metric Ton |
| 43 | Compressive Strength of Cement Mortar1 Test per Day |
| 44 | Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangular shape of 1.20 metre X 0.90 metre size made out 18 gauge (1.25 milimetre) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols excetra with approved colour shade paint complete, on M.S.angle of size 35 milimetre X 35 milimetre X 3 milimetre frame with properly cross braced mild steel angles of size 35 milimetre X 35 milimetre X 3 milimetre duly painted including two mild steel angle iron posts of size 65 milimetre X 65 milimetre X 6 milimetre, 3.65 metre long painted with alternate black and white bands of 25 centimetre width including all fixtures excetraand fixing the boards in 1:4:8 concrete block of size 60 centimetre X 60 centimetre X 75 centimetre including, excavation, refilling, transportation, and labour etc complete. Spec. number As directed by Engineer in ChargeItem / Page No : 36 / 54Specification No : MoRTH-801Spec. Page No : ---Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 45 | 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 Royaltycharges are to be paid by the contractor. (This Item is to be paid to the contractor only after he pays this Surcharge amount to Revenue department and produces the required voucher.)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. |
| 46 | Providing Fixing Distribution Line etc compNon-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. |
