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Repair And Maintenance Work Of Damage Done Due To Heavy Rains In Canals Of Sankla Distry . Sub Division Sohagpur, EE PBC Division Sohagpur-Madhya Pradesh

Water Resources Department-WRD has published Repair And Maintenance Work Of Damage Done Due To Heavy Rains In Canals Of Sankla Distry . Sub Division Sohagpur. Submission Date for this Tender is 06-10-2020. Canal Construction Tenders in EE PBC Division Sohagpur Madhya Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

25505087
Repair And Maintenance Work Of Damage Done Due To Heavy Rains In Canals Of Sankla Distry . Sub Division Sohagpur
Open Tender
Indian
Madhya Pradesh
EE PBC Division Sohagpur
06-10-2020

Tender Details

Repair And Maintenance Work Of Damage Done Due To Heavy Rains In Canals Of Sankla Distry . Sub Division Sohagpur

Key Value

Document Fees
INR 2000 /-
EMD
INR 24000.0 /-
Tender Value
INR 11.64 Lakhs /-

BOQ Items

Name of Work:- Repair Work Of Damage Done Due To Heavy Rains In P.B.C. Ch. 0 To 250 & Ch. 469 To 805 & other Canals Under Sankla Distry Sub Division Sohagpur
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Repair Work Of Damage Done Due To Heavy Rains In P.B.C. Ch. 0 To 250 & Ch. 469 To 805 & other Canals Under Sankla Distry Sub Division Sohagpur
2 2 Removing and hauling all kinds of soil/ soft rock including boulders up to0.6 m.dia.slipped due to natural / geological causes and disposing off the same in specified dump area or as directed, including cost of all materials, machinery, labour, forming steps / ramp ways and all other ancillary operation etc. complete as per specification & as directed by engineer in charge. 3496.3 cum
3 3 Excavation in all kind of soft/loose/ hard/dense soils, moorum & moorum mixed with boulders and mud including dressing, placing the excavated soil neatly in specified dump area or disposing off the same as directed, including cost of site clearance, all materials, machinery, labour and dressing etc. Complete as per specification & as directed by engineer in charge. 6025.04 cum
4 4 Dismantling lime or cement concrete and brick/ stone masonry in foundations or under floors, haunches or arches or terrace and super structure. complete as per specification & as directed by engineer in charge. 74.84 cum
5 5 Providing and placing approved cohesive non- swelling soils, below lining in canal bed and side slopes including serration in soil,breaking of clods, laying in layers of 15 cm. thickness, cutting and finishing in required bed grade & side slopes including dressing, watering, compaction (at optimum moisture content to obtained dry density not below 90%) etc.Complete including watering at optimum moisture content & to achieve maximum dry density by light roller i.e non powered roiiers or sheep foot roller or hand rammers complete as per specification & as directed by engineer in charge. 129.84 cum
6 6 Tamping in canal bed and sides including saturation up to 30cm depth for preparation of earthen sub-grade before laying in-situ cement concrete lining. complete as per specification & as directed by engineer in charge. 865.59 Sqm.
7 7 Providing and placing in position cement concrete with graded aggregate in canals, including cost of all material, vibration, finishing, curing for 28days, cleaning etc. Complete.For in-situ lining in canal (in bed and slopes & coping) with design mix Concrete) M-15, 20mm graded aggregate complete as per specification & as directed by engineer in charge. 84.55 cum
8 8 Filling contraction joints (grooves) as per IS:5256 with hot applied sealing compound IS:13143 including cleaning and washing grooves, painting its inner surfaces with primer IS:3384 at the rate of 1litre per 4sqm inclusive of cost of all materials for in-situ concrete lining etc. complete. grooves of 17 mm depth.complete as per specification & as directed by engineer in charge. 220.79 Rm.
9 9 Earthwork for embankment for breached/ damaged portion of dam/ canal,using selected impervious soil from approved borrow area/ spoil bank in100 to150 mm layers(before compaction), including cost of materials, machinery,labour,all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out,breaking clods, levelling,sectioning edges /sides, watering, compacting to achieve maximum dry density using sheep foot roller /vibratory compactors etc.complete as per specification & as directed by engineer in charge. 160.02 Cum.
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