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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 / 23Specification No : MORTH-301Spec. Page No : 45-53 |
| 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, 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 / 345Additional 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. |
| 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) - 40 milimetre metal, by breaking rubble obtained by blasting. (Hand broken).Item / Page No : 55 / 345Additional 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 / 25Specification No : MORTH-408Spec. Page No : 139-142 |
| 5 | Supplying soft murum at the road site, including conveying and stacking, excetra complete.Item / Page No : 29b / 25Specification No : MORTH-408Spec. Page No : 139-142 |
| 6 | Spreading 60 mm metal for road work including sectionong, excetra complete as directed by Engineer in charge.Item / Page No : 58A / 346Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. |
| 7 | Spreading 80 milimetre / 40 milimetre metal for road work including sectionong, excetra complete as directed by Engineer in charge.Item / Page No : 58 / 346Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. |
| 8 | 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 |
| 9 | Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete.Item / Page No : 30 / 25Specification No : As per Item No 8Spec. Page No : ---Additional Specifications : As per Item No 8 |
| 10 | 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 / 346Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. |
| 11 | 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 / 346Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. |
| 12 | Compacting the hard murum side widths including laying in layers on each side with v103.5ibratory roller including artificial watering, excetra complete.Item / Page No : 31 / 25Specification No : MORTH-408Spec. Page No : 139-142 |
| 13 | 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 / 31Specification No : IRC-SP-20Spec. Page No : 215 |
| 14 | 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 3828 dated 23/09/2022)Item / Page No : 7-New / 0Specification No : MORTH-503Spec. Page No : 168-170Additional Specifications : The work shall be carried out as directed by Engineer-In-Charge. |
| 15 | 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 |
| 16 | Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure class-3 of 600 milimetre diameter in proper line, level and slope excetra complete.Item / Page No : 14 / 82Specification No : CD.7Spec. Page No : 162 |
| 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 Mechanical MeansItem / Page No : 2 / 153Specification No : Bd.A.1Spec. Page No : 259 |
| 18 | Providing dry trap/ granite/ quartzite/ gneiss rubble stone soiling 15 centimetre to 20 centimetre thick including hand packing and compacting, excetra complete.Item / Page No : 38 / 157Specification No : Bd.A.12Spec. Page No : 264 |
| 19 | 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 without 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) (using ARTIFICIAL SAND).Item / Page No : 1 / 175Specification 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. |
| 20 | Providing and laying half round concrete pipes of Indian Standard Non Pressure class of 300 milimetre diameter in proper line, level and slope including necessary joint, excavation, laying, fixingin cement mortar 1:1 excetra complete.Non-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. |
| 21 | Providing and laying Cast in situ / Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for bed blocks, foundation blocks and such other items including bailling out water, plywood / steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing, excetra complete. The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin, excetra (Wooden centering will not be allowed.)with fully automatic micro processor based Programmable Logic Controller without 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) (using ARTIFICIAL SAND).Item / Page No : 10 / 176Specification No : Bd.E.4,B-7Spec. Page No : 289-290,38-40Additional 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. |
| 22 | PROVIDING AND FIXING ROUGH SHAHABAD FLOORING 25 MM TO 30MM THIK.Non-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. |
| 23 | Providing and laying in situ cement concrete M-20 with tremix treatment for 100 milimetre thickness for flooring with groove cutting of 4 milimetre wide 20 milimetre deep with necessary refilling with bitumen, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 30 / 216Additional 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. |
| 24 | PROVIDING AND FIXING 450MM NP-3 CONCREET PIPE .Non-Dsr ItemAdditional Specifications : The work shall be carried out as per the 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 TOWARDS 0.50%Non-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. |
| 28 | ADD G.S.T. 18.0%Non-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. |
| 29 | ADD S.Q.M.Non-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. |
