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| 1 | 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 |
| 2 | Excavation for catch / side water gutter in hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed.Item / Page No : 20 / 24Specification No : MORTH-301, 309Spec. Page No : 45-53, 85-89 |
| 3 | 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, excetra complete. (Prior approval of sample stack of broken metal by the Executive Engineer is necessary the date of approval will form part of the measurements) - 60 milimetre metal, by breaking rubble obtained by blasting. (Hand broken).Item / Page No : 54A / 250Additional Specifications : 1. Work shall be carried out as per the instructions of Engineer In-Charge. 2. Prior approval of sample stack of broken metal by the Executive Engineer is necessary. The date of approval will form part of the measurements. |
| 4 | Supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete.Item / Page No : 29a / 24Specification No : MORTH-408Spec. Page No : 139-142 |
| 5 | 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, excetra complete. (Prior approval of sample stack of broken metal by the Executive Engineer is necessary the date of approval will form part of the measurements) - 40 milimetre metal, by breaking rubble obtained by blasting. (Hand broken).Item / Page No : 55 / 250Additional Specifications : 1. Work shall be carried out as per the instructions of Engineer In-Charge. 2. Prior approval of sample stack of broken metal by the Executive Engineer is necessary. The date of approval will form part of the measurements. |
| 6 | Supplying soft murum at the road site, including conveying and stacking, excetra complete.Item / Page No : 29b / 24Specification No : MORTH-408Spec. Page No : 139-142 |
| 7 | Spreading 60 mm metal for road work including sectionong, excetra complete as directed by Engineer in charge.Item / Page No : 58A / 250Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. |
| 8 | Spreading 80 milimetre / 40 milimetre metal for road work including sectionong, excetra complete as directed by Engineer in charge.Item / Page No : 58 / 250Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. |
| 9 | Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete.Item / Page No : 30 / 24Specification No : MORTH-408Spec. Page No : 139-142 |
| 10 | Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete.Item / Page No : 30 / 24Specification No : MORTH-408Spec. Page No : 139-142 |
| 11 | Labour rate for spreading usable Murum already stacked i.e. available from excavation.Non-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. |
| 12 | 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.Item / Page No : 59 / 250Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. |
| 13 | Compacting the sub grade / gravel / size metal (100 milimetre loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.Item / Page No : 61 / 250Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. |
| 14 | Compacting the hard murum / kankar (upto 200 milimetre loose) with power roller including artificial watering complete.Item / Page No : 26aiii / 130Specification No : RD.38Spec. Page No : 210 |
| 15 | 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 / 29Specification No : IRC-SP-20Spec. Page No : 215 |
| 16 | Providing 20 milimetre thick premix bituminous carpet including supplying all materials, preparing and cleaning the base, heating bitumen, applying tack coat at specified rate, mixing hot bitumen and chips, laying the carpet layer and compacting, excetra complete. By bulk asphalt.. (Excluding Tack Coat) (Cold Mix with prior approval) (Basic Carpet Rate approved by S.E. P.W. Circle, Ratnagiri Vide Letter No 3893 dated 18/10/2021)Item / Page No : 7-New / 0Additional Specifications : The work shall be carried out as directed by Engineer-In-Charge. |
| 17 | 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 / 32Specification No : MORTH-511Spec. Page No : 149-162, 205-207, 198-205, 417-421, 19-21 |
| 18 | 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 Mechanical MeansItem / Page No : 2 / 115Specification No : Bd.A.1Spec. Page No : 259 |
| 19 | 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 Mechanical MeansItem / Page No : 6 / 115Specification No : Bd.A.2Spec. Page No : 259 |
| 20 | 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 / 131Specification 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. |
| 21 | Providing cast in situ / ready mix M-20 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) with Supervisory Control and Data AquisitionItem / Page No : 29 / 63Specification No : CD.8Spec. Page No : 163-164Additional 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. |
| 22 | 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 / 62Specification No : CD.7Spec. Page No : 162 |
| 23 | Providing selected hard murum filling including laying in layers of 15 centimetre to 20 centimetre, watering and compacting, excetra compelte.Item / Page No : 24 / 63Specification No : CD.14Spec. Page No : 167 |
| 24 | Providing and fixing Road junction / Information sign board of size 0.90 metre X 0.60 metre prepared on 16 gauge mild steel sheet with angle iron frame of size 35 milimetre X 35 milimetre X 5 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 percent reflection including two angle iron post of size 50 milimetre X 50 milimetre X 5 milimetre of 3.65 metre 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.Item / Page No : 47 / 49Specification No : MoRTH-801Spec. Page No : ---Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 25 | 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. |
| 26 | 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. |
| 27 | Add insurance 1.00%Non-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. |
| 28 | Add G.S.T. 18%Non-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. Please Enable Macros to View BoQ information |
