Rejunavation of Kariyandhal Eri in Madurampattu Panchayat of Tiruvannamalai Block in Tiruvannamalai District under 15th Finance Commission (B.Pt.,) 2023-24

Amount

Rejunuvation of Kariyandal Eri in Madurampattu Panchayat

Clearing the scrub jungles in water spread area

Clearing the Light jungle along the Tank Bund

Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead, 0 to 100 metre deploying earth moving machinery and tippers including benching, formation of bunds, breading clods, sectioning etc

Earthwork deploying earth moving machinery for desilting channel having a width 3m to 10m and forming bund on either sides and depositing the earth on banks including jungle clearance etc.,

Extra watering and consolidation by power roller including hire charges (Based on LS & CS proposed quantity for Tank Bund)

Dismantling without damaging the near by stuctures if any. clearing away and carefully stacking materials useful for reuse for any thickness of wall in Brick or stone masonry in cement mortar walls under 3m high etc., complete complying with standard speicification and as directed by the departmental officers (b14)

Dismantling without damaging the near by structures if any, clearing away and carefully stacking materials useful for reuse for any thickness of plain cement concrete complete complying with standard specification and as directed by the Engineer in charge of work *B35)

Earthwork excavation for foundation in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size of boulders hard gravelly soil inclustive of shoring to full depth strulting and bailing out water wherever necessary and realing the sides of foundation with excavated soil other than sand in layers of not more than 15cm thick, well rammed, consolidated and depositing the surplus earth in places as shown by the departmental officers with an initital lead of 10 metres and initial lift of 2 metres and cleaning, levelling the site etc., complete complying with standard specification and as directed by the departmental officers

Cement concrete PCC 1:4:8 mix using well graded aggregates with maximum nominl size of 40mm and downgraded to IS specified grading and mixing in mechanical mixer and mixing by mixer machine including dewatering by bailing/ pumping wherever

Cement concrete M15 grade desing mix with well graded aggregates and the nominal maximum size of coarse aggregate of size 20mm weight batching the ingredients and mixing in approved mixers/ batching plant (to produce concrete of the specified characteristic strength of 15N/ mm2 at 28 days) including dewatering the placement site by barling/ pumping and by diverting wherever necessary laying the concrete in layers and in bays vibrating, compacting and finishing the surface water curing so as to attain the profile and strength specified in the approved drawing the specification and including the cost component of providing rigid and smooth centering and shuttering wherever necessary various heights above and below ground level and as per the direction of the Engineers complying with standard specification

Cement concrete of grade M 15 design mix with well graded and the nominal maximum size of coarse aggregates of graded mix using 40% quantitiy of 20mm size hard broken granite stone jelly and 60% quantity of 40mm and downgrade to IS specified grading mixing in mixer machine (to produce concrete of the specified characteristic strength of 15N/ mm2 at 28 days) including dewatering the placement size laying vibrating, compacting, and finishing the surface with all leads and lits watering, curing complete so as to attain the profile and strength specified in the drawing and specification for various height above ground level complete as directed by the Engineer complying with standard specification

Providing steel centering for RCC slabs, beams or plain surfaces including strulting 3m height using MS sheet, BG 10 gauge thick of size 90x60cm BG 10 gauge stiffened with MS angles of size 25x25x3mm laid over silver oak joists of size 10cm 6.50cm spaces at about 90cm and supported by causrina props of 10cm to 13cm dia spaced about 75cm centre to centre and removing the centering and struffing after specified period without damaging the concrete laid complying with standard specification and as directed by the Engineer for centering with strutting

Cement concrete M20 grade design Mix with well graded aggregates and the nominal maximum size of coarse aggregate of size 20mm weigh batching the ingredients and mixing in approved mixera/ batching plant (to produce concrete of the specified characteristic strength of 20N/ mm2 at 28 days) including dewatering the placement site by bailing/ pumping and by diverting wherever necessary laying the concrete in layers and in bays vibrating, compacting and finishing the surface water curing so as to altain the profile and stregth and surface water curing so as to altain the profile and strength specified in the approved drawing and specification and including the cost component of providing rigid and smooth centering and shuttering wherever necessary various height above and blow ground level and as per the direction of the Engineers complying with standard specification

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}

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