Maintenance And Repair To The Left Canal Bank Of G I In Between Ch . 35 . 00 To Ch . 40 . 00 Length 174 . 00 Mtr Within G . P Bohar Ii Block Memari Ii P . S Memari Dist Purba Bardhaman Of Satgachia I Section Under Memari I Sub Division Of Ldid
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Project Description
Maintenance And Repair To The Left Canal Bank Of G I In Between Ch . 35 . 00 To Ch . 40 . 00 Length 174 . 00 Mtr Within G . P Bohar Ii Block Memari Ii P . S Memari Dist Purba Bardhaman Of Satgachia I Section Under Memari I Sub Division Of Ldid
BOQ
| Name of Work : Maintenance and Repair to the Left canal bank of G-I in between Ch.35.00 to Ch.40.00(Length 174.00 Mtr) within G.P-Bohar-II, Block-Memari-II, P.S- Memari, Dist- Purba Bardhaman of Satgachia(I) Section Under Memari (I) Sub-Division of Lower Damodar Irrigation Division. | |||||
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| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Supplying, dressing and stacking at site bamboo pins above 5 cm. diameter and upto 7.5 cm. diameter. (Dia. to be measured at mid length). | 1 | 2854 | Mtr |
| 2 | 2 | Driving bamboo pins in standing or flowing water including scaffolding and driving appliances.\n(a) Where boats are not necessary | 2 | 1566 | Mtr |
| 3 | 3 | Supplying, fitting and fixing with iron nails half split bamboo wailing pieces (av. dia. of bamboo not less than 5.0 cm.) | 3 | 348 | Mtr |
| 4 | 4 | Supplying to site empty cement polythene bags( capacity 50 kg)in good condition including stacking, incedental charges etc.all complete(capacity 50 kg) | 4 | 7504 | Each |
| 5 | 5 | Labour charge for filling empty cement gunny bag/Polythene bag(capacity 50 Kg) with all kinds of earth ( wet or dry), sand or agreegates (stone/ Brick) and sewing as done in case of cement bags, (tying with a knot after filling will not be accepted), and stacking within a lead of 30 meter as per direction of Engineer-in-Charge(Cost is excluding the cost of any types of filling materials). N.B:- Volume of earth/ Sand filled bags shold not be less than 0 .028 cum/bag | 5 | 7504 | Each |
| 6 | 6 | Dumping in position earth/sand filled gunny/ poly bags ( capacity 50 Kg) within a lead of 30 metre inclusive of all lifts. | 6 | 7504 | Each |
| 7 | 7 | Earthwork in excavation in the canals / drainage channels / borrow pits /River bed / slope of bank as noted below as per designed section &\nthrowing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge.a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry\nor moist / slushy silt / sticky soil. | 7 | 244 | M3 |
| 8 | 8 | Earthwork in excavation in all kinds of soil for making embankments repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloadingand stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of,A) Beyond 500 metre and upto 1.00 km NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking. | 8 | 446.53 | M3 |
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