GREEN PROJECT

Item Description

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto1.5 m. All kind of soil (D.S.R. It. No. 2.28.1/Pg. No. 90)

Taking out existing CC interlocking paver blocks from footpath / central verge including removal of rubbish etc. disposal of unsarvicable material to the dumping ground for which payment maid saperately and stacking of sarvicable mateial within 50 m lead as per direction of engineer-in-charge. (D.S.R. It. No. 16.83/Pg. No. 260)

Dismentling old plaster and pointing in cement or lime and racking of joints to 15 mm depth watering and disposal of unsarvicable material with all leads all complete as per direction of E/I (J.S.R. It. No. 5.10.7/Pg. No. 65)

Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. (J.S.R. It. No. 5.10.1/Pg. No. 65)

Dismantling R.C.C. work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. (J.S.R. It. No. 5.10.3/Pg. No. 65)

Earthwork in Excavation in Foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M including all lifts levelling ramming the foundation trenches removing roots of trees shrubs all complete as per approved design building specification and direction of E/I(JSR It No.5.1.1/28)

Granular Sub-Base with Graded Material (Table:- 400-1) Plant Mix Method 4.01 A . Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (ii) Rate per cum for grading-II Material JHRCD 2022-23 It no. 4.01A (ii)

Providing and laying in position cement concrete of spacified grade excluding the cost of centering and shuttering , all works upto plinth level. 1:2:4 ( 1 cement: 2 coarse sand (zone III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size)

Providing or laying at or near ground level factory made kerb stone of M-25 Grade cement concrete in position to required line level and curvature joined with cement morter 1:3 (1 cement: 3 course sand ) including making joints with or without grooves (thickness of joints except at sharp curve shall not be more than 5 mm including making drainage opening wherever required complete etc as per direction of engineer in charge , length of finished kerb edging shall be measured to calculate volume for payment ( precast cc kerb stone shall be approved by engineer in charge. (DSR It No.16.69/ 258)