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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 Manual MeansItem / Page No : 10 / 23Specification No : MORTH-301Spec. Page No : 45-53 |
| 2 | Excavation for roadway in hard murum and boulder 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.Item / Page No : 13 / 24Specification No : MORTH-301Spec. Page No : 45-53 |
| 3 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metres including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness, breaking clods, dressing to the required lines, curves, grade and section, watering and compaction with vibratory roller with V-Sat attachment to achive not less than 97 percent of standard proctor density, excetra complete. (Material obtained from Other sources)Item / Page No : 28 / 25Specification No : MORTH-305Spec. Page No : 63-77 |
| 4 | Providing earth work in embankment with approved materals obtained from departmental land upto lead of 50 metres including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness, breaking clods, dressing to the required lines, curves, grade and section, watering and compaction with vibratory roller to achive not less than 97 percent of standard proctor density, excetra complete. (Material obtained from departmental Land)Item / Page No : 27 / 25Specification No : MORTH-305Spec. Page No : 63-77 |
| 5 | 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 not less than 97 percent of standard proctor density for a lead of 300 metres to 500 metres inclusive, from the site of excavaion to the site of deposition as directed.Item / Page No : 26 / 25Specification No : MORTH-305Spec. Page No : 63-77 |
| 6 | Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at optimum moisture content, carraige of mixed material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401. - Plant Mix Method and grading - I material.Item / Page No : 1 / 27Specification No : MORTH-301, 305, 401, 902, 112Spec. Page No : 45-53, 63-77, 109-111, 417-421, 19-21 |
| 7 | 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 / 29Specification No : MORTH-401, 402, 404, 902, 112Spec. Page No : 109-111, 112-116, 121-129, 417-421, 19-21 |
| 8 | 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 / 29Specification No : MORTH-401, 402, 404, 902, 112Spec. Page No : 109-111, 112-116, 121-129, 417-421, 19-21 |
| 9 | 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 / 32Specification No : IRC-SP-20Spec. Page No : 215 |
| 10 | 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 / 36Specification 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 |
| 11 | 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 / 35Specification No : MORTH-511Spec. Page No : 149-162, 205-207, 198-205, 417-421, 19-21 |
| 12 | Supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete.Item / Page No : 29a / 25Specification No : MORTH-408Spec. Page No : 139-142 |
| 13 | Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete.Item / Page No : 30 / 25Specification No : MORTH-408Spec. Page No : 139-142 |
| 14 | 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 / 25Specification No : MORTH-408Spec. Page No : 139-142 |
| 15 | 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 / 24Specification No : MORTH-301, 309Spec. Page No : 45-53, 85-89 |
| 16 | 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. (using ARTIFICIAL SAND).Item / Page No : 9 / 81Specification No : CD.7, CD.1Spec. Page No : 162, 159Additional 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. |
| 17 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. - (Lift upto 1.5 metre) By Manual MeansItem / Page No : 1 / 153Specification No : Bd.A.1Spec. Page No : 259 |
| 18 | Excavation for foundation in hard murum including removing the excavated material upto a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. (Lift upto 1.5 metre) By Manual MeansItem / Page No : 5 / 153Specification No : Bd.A.2Spec. Page No : 259 |
| 19 | Providing cast in situ / ready mix M-10 grade cement concrete for head walls of cross drainage work / retaining walls excetra including necessary form work, compaction, finishing and curing excetra complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) without Supervisory Control and Data Aquisition with Natural / VSI standard Artificial Sand) (using ARTIFICIAL SAND).Item / Page No : 28 / 83Specification No : CD.8Spec. Page No : 163Additional Specifications : 1. With addtional 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. |
| 20 | 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. (using ARTIFICIAL SAND).Item / Page No : 11 / 81Specification No : CD.7Spec. Page No : 162 |
| 21 | Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure class-2 of 1200 milimetre diameter in proper line, level and slope including providng and fixing collars in cement mortar 1:2 and curing, excetra complete. (using ARTIFICIAL SAND).Item / Page No : 13 / 82Specification No : CD.7Spec. Page No : 162 |
| 22 | Filling in plinth and floors with contractors material / brought from outside and approved by Engineer In-Charge, in 15 centimetre to 20 centimetre layers including watering and compaction, excetra complete.Item / Page No : 37 / 157Specification No : Bd.A.11Spec. Page No : 263-264 |
| 23 | Clearing grass and removal of rubbish upto a distance of 50 metres outside the periphery of the area.Item / Page No : 7 / 23Specification No : MoRTH 201Spec. Page No : ---Additional Specifications : Where only grass is met with, the area cleared will be measured and paid for under this item. |
| 24 | 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.Liquid Limit and Plastic Limit for Earth Work1 Test per 1000.00 Cubic Metre |
| 25 | Compaction Test (Proctor Density) for Earth Work1 Test per 1000.00 Cubic Metre |
| 26 | Liquid Limit and Plastic Limit for Earth Work using earth from Departmental Land1 Test per 1000.00 Cubic Metre |
| 27 | Compaction Test (Proctor Density) for Earth Work using earth from Departmental Land1 Test per 1000.00 Cubic Metre |
| 28 | Granular Sub-Base Mix Design1 Test per 500.00 Cubic Metre |
| 29 | Sieve Analysis Test for Metal below 40 milimetre1 Test per 200.00 Cubic Metre |
| 30 | Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal below 40 milimetre1 Test per Source |
| 31 | Flekiness Index / Elongation Index Test for Metal below 40 milimetre1 Test per Source |
| 32 | Sieve Analysis Test for Metal 40 milimetre and above (Crusher Broken)1 Test per 200.00 Cubic Metre |
| 33 | Flekiness Index / Elongation Index Test for Metal 40 milimetre and above (Crusher Broken)1 Test per Source |
| 34 | Sieve Analysis Test for Hard Murrm1 Test per 200.00 Cubic Metre |
| 35 | Liquid Limit and Plastic Limit for Hard Murum1 Test per 250.00 Cubic Metre |
| 36 | Penetration, Softening Point, Flash and Fire Point, Specific Gravity for Asphalt VG-30 (Grade 60/70)1 Test per 10.00 Metric Ton |
| 37 | Viscosity Test for Asphalt VG-30 (Grade 60/70)1 Test per 10.00 Metric Ton |
| 38 | Ductility / Elastic Recovery for Asphalt VG-30 (Grade 60/70)1 Test per 10.00 Metric Ton |
| 39 | Sieve Analysis Test for Metal 40 milimetre and above (Hand Broken)1 Test per 200.00 Cubic Metre |
| 40 | Extraction Test for Mix Material (OGC)2 Test per 500.00 Cubic Metre |
| 41 | Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Artificial Sand1 Test per Source |
| 42 | 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 |
| 43 | 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 146 Dated 04/06/2021 and Government of Maharashtra Public Works Department State Schedule of Rates 2021-22 General Note Number A(v), Page 5. 2. The amount of royalty charges will be paid only after submission of the receipt in original from Revenue authority for payment of royalty to Government, stating the name of work. 3. Above / below percentage quoted by the contractor will not be applicable for this item. |
| 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 / 60Specification No : MoRTH-801Spec. Page No : ---Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 45 | Excavation for roadway in hard rock by controlled blasting 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.Item / Page No : 15 / 24Specification No : MORTH-301Spec. Page No : 45-53Additional Specifications : The work shall be done as per instructions of Engineer in charge. Please Enable Macros to View BoQ information |
