Restoration Of Markandayanpatti Tank Restoration Of Markandayanpatti Tank Including Protective Wall At Nh210 In Thirumanavayal Panchayat Of Devakottai Block In Devakottai Taluk Of Sivagangai District Due To Formation Of Nh210 Chainage Ch 108 . 150
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Restoration Of Markandayanpatti Tank Restoration Of Markandayanpatti Tank Including Protective Wall At Nh210 In Thirumanavayal Panchayat Of Devakottai Block In Devakottai Taluk Of Sivagangai District Due To Formation Of Nh210 Chainage Ch 108 . 150
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| Name of Work: Restoration of Markandayanpatti Tank including protective wall at NH210 in Thirumanavayal Panchayat of Devakottai Block in Devakottai Taluk of Sivagangai District due to Formation of NH210 Chainage @ Ch +108.150 | |||||
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| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Restoration of Markandayanpatti Tank including protective wall at NH210 in Thirumanavayal Panchayat of Devakottai Block in Devakottai Taluk of Sivagangai District due to Formation of NH210 Chainage @ Ch +108.150 | |||
| 2 | 2 | Clearing the Juliflora jungle with uprooting and disposing of the same as directed by the Engineer in charge of the Works and as per technical specification | 1980 | Sqm | |
| 3 | 3 | Earthwork in all soils except hard rock requiring blasting and conveying with a lead of 200M by deploying earth moving machineries and tippers for formation of bunds, breaking clods, sectioning, etc...Complete as directed by the Engineer in charge of Works and as per the technical specifications. | 9360 | Cum | |
| 4 | 4 | Construction of Protection wall | |||
| 5 | 5 | Earth work excavation for foundation in all soils and depositing on bank inclusive of shoring, strutting and bailinga out water wherever neccessary, well rammed, consolidated and depositing the surplus earth in places as shown by the departmental officers with an intial lead of 10m(ten) and intial lift of 2m(Two) and clearing, levelling the site etc.. complete complying with standard specification and as directed by the departmental officers. | 156.6 | Cum | |
| 6 | 6 | Supplying and filling with the Sand 10 cm thick layer including watering compacting cost and conveyance materials etc.complete complying with the standard specification and as directed by the Engineer in charge of the works for 1m3 | 11.6 | Cum | |
| 7 | 7 | Providing and placing in Position cement concrete of grade M 10 for Plain cement concrete using hard broken stone aggregate of maximum nominal size of 40mm to IS specified grading mixing by mixer machine including dewatering the placement site,laying the concrete in layers and in bays vibrating,compacting and finishing the surface with all leads and lifts watring curing to attain the profile and strength as specified in the drawing for various depth and height below and above ground level etc complete as directed by the Engineer in charge of work complying with the standard specification (By using mixer machine) | 52.2 | Cum | |
| 8 | 8 | Providing and placing in Position of Plain cement concrete of grade M15 Graded Metal using 40 % of 20 mm H.B. stone Jelly and 60 % of 40 mm H.B. stone Jelly to IS specified grading mixing by mixer machine including dewatering the placement site,laying the concrete in layers and in bays vibrating,compacting and finishing the surface with all leads and lifts watring curing to attain the profile and strength as specified in the drawing for various depth and height below and above ground level etc complete as directed by the Engineer in charge of work complying with the standard specification | 263.32 | Cum | |
| 9 | 9 | Providing steel centring for RCC slabs,beams or plain surfaces including strutting 3m height usingMS sheet ,BG .10 gauge thick of size 90 x60cm BG 10 gauge stiffened with MS angles of size 25 x 25 x 3mm laid over silver oak joists of size 10cm 6.50cm spaced at about 90cm and supported by causrina props of 10cm to 13cm dia spaced about 75 cm centre to centre and removing the centering and strutting after specified period without damaging the concrete laid complying with standard specification and as directed by the Engineer. | |||
| 10 | 10 | Without Strutting | 111 | Sqm | |
| 11 | 11 | With Strutting | 358 | Sqm | |
| 12 | 12 | Supplying fabricating and placing in position of Ribbed Tor steel bars of Various diameter for all reinforced cement concrete works including cost of rods binding wire labour charges for cutting the rods to the required length , bending ,tying and fixing in position complete for various height and above ground level etc complete as directed by the Engineer in charge of work complying with the standard specification | 37.39 | MT | |
| 13 | 13 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package}\n | 1 | GST Amount (in Rupees) |
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