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| 1 | Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing 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 / Engineer's representative. In ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil. |
| 2 | Disposal/carriage of excavated earth / materials outside Government land by truck or by any other conveyance over kancha / pucca road including making access for plying the truck or any other conveyance beyond 300 m and upto a distance of 5.00 km from the excavated point including cost of stacking, loading, unloading, transporting, arrangement of land, if required by agency, spreading and levelling as necessary etc. complete. [Payment shall be made on the basis of net volume after deduction for void of 1/10th of gross volume of stack]. |
| 3 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm includ ng watering and ramming elc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)With earth obtained from excavation of foundation |
| 4 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 for Rural Roads of MORD. |
| 5 | Providing supplying and making suitable stack of Geo textile-Bags made of polypropylene multifilament woven fabric as per specification having suitable internal dimension to accommodate river sand not less than 100 Kg & subsequent filling the same with local available river sand weighing (gross wt.) not less than 100Kg. per bags, closing the bag by machine stitching with stitch density of 4-5 stitches per inch with PP MY (Polypropylene multifilament yarn) or equivalent with approved sewing thread as per specification & as directed by the Engineer-in-Charge. The rate includes all materials labours, and other incidental charges etc. complete. Specification of Geo-textile for manufacturinq Geo Bags :(a) Mass per Unit area : 240 gms./Sqm. (b) Tensile Strength : 40 KN / M. both warp and weftway(c) Apparent opening size (A.O.S.): 100 micron (maximum).(d) Ultra violate resistance : Percentage strength retain - 70% (Min) at 500 hours.(e) Water flow rate normal to the plane : 25 lit/sqm/s (head= 100 mm.) |
| 6 | Supplying at site and laying in position UV stabilized polypropylene woven geotextile of 430 GSM as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer / Engineer's representative.Note: 1. Payment to be made on measurement of finished surface including anchoring length at top. Specification of Geotextile filter.a) Mass per unit area: 430 gms./Sqmb) Tensile Strength: 70 KN/m both warpway and weftwayc) Apparent opening size (A.O.S.): 0.425mmd) Ultra violet resistance: Percentage strength retain- 80% (Min) at 500hrs exposure.e) Water flow rate normal to the plane: 25 lit/sqm/sec (head 100 mm) |
| 7 | Supplying at site and Labour charges for filling of High Density Polyethylene (HDPE) bag of size 0.84 m x 0.38 m conforming to BIS : 14252 : 2015 for bank protective works with silver sand including machine stitching the open end of the bag with thread as per design and placing the same on slope or dumping from bank within initial lead of 30m and all lifts including carriage and hire charges of all materials and equipments, cost of sand, transportation, incidental charges etc. all complete as directed by Engineer-in-Charge (Volume of earth/sand filled bag should not be less than 0.0328 cum). The rate includes cost of Silver sand. |
| 8 | Precast cement concrete blocks or lining units as per designed section and specification in nominal mix. proportion 1:1.5:3 (corresponding to M20 Grade) with well graded 20 mm down Pakur Variety coarse aggregate, including dressing, ramming, shuttering, finishing the surface by trowel without adding any additional cement and sand mortar, curing, transporting and laying the blocks or lining units at worksite in position over sand cushion/ filter layer with cold (paper) joints between the adjacent units, having gap varying from 0 to 5 mm as tolerance, with all leads and lifts including supply and carriage of all materials complete. |
| 9 | Taking out Jhaw/ Eucalyptus piles from river bed or from eleswhere including carrying, stacking materials in the nearest stake yard. Upto 17.5 cm.diameter. |
| 10 | Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 7b m as directed. |
| 11 | Collecting brick bats, broken brick block, debris etc from the slopebank of river and stacking the same at high bank within a lead of 100m and subseauently the same materials required to be dump / laid on any loca tion at slope bend as directed with proper dressing as directed (Paymen I to be made on stack measuremen t. Actual quantity will be record after deducting (he viod from the stack measurement) |
| 12 | Filling the joints of Precast slabs laid on slope of the bank with Cement mortar (1:3) grouting ( 10 mm width and 150 mm. depth) block size 500 X 500 X 150 mm. |
| 13 | Removal of rubbish, earth etc. from the working s te and disposal of the same beyond the compound, in conformity with the Municipal/ Corporation Rules for such dispos al, loading into truck and cleaning the site in all respect as per direction of Engineer in Charge. |
| 14 | Collecting and stacking scattered Concrete B|ocks within a lead of 50m and relaying the same on the bank in proper slope & alignment as per requirement etc. all complete as per direction of the Engineer-in- Charge. |
| 15 | Reinforcement for reinforced concrete work in all sorts ofstructures‹ncluding distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cu tting to reouisite length, hooking and bending to correct shape, placing in proper position and binding w th 16 gauge black annealed wire at every intersection, complete as per drawing and direction. for works in foundation and upto roof of ground floor/upto 4 m Tor steel/Mild Steel Manufacturar not specified. |
| 16 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) 25 mm to 30 mm shuttering without staging in foundation. |
| 17 | Oridinary cement concrete (Mix 1:1.5:3) with pakur Varity graded stone chips (20mm. Nominal size) excluding shuttering and reinforcement of any in ground floor as per relevant I.S. Codes. |
| 18 | Labour charges for fixing runner (125 mm dia bullah Diameter to be measured at a distance of 1.5m from the thicker end.) including drilling hole on driven bullah & runner ,fixing with bolts, nuts & washer. (Cost of bolts, nuts & washer and Eucalyptus Bullah paid separately. ) |
| 19 | Brick work with 2nd class bricks in cement mortar (1:6). In foundation & plinth. |
| 20 | Supplying Sal-bullah piles at work site, including dressing and making one end pointed [Note: Diameter of pile to be measured at a distance of 1.5m from the thicker end.] 125 mm dia |
| 21 | Supply Jhaw/ Eucalyptus bullah piles at work site, including dressing and making one end pointed. 20 cm av. Diameter. Note: Diameter of pile to be measured at a distance of 1.5 meter from the thicker end. |
| 22 | Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. 200 mm diameter.[Note: 1) Payment to be made on the length driven into the ground, diameter of the measured at 1.5m. from the thicker end.] 200 mm dia |
| 23 | Extra rate for driving from pontoon or boats. 20 cm av.diameter Note: Payment to be made on the length driven into the ground. Diameter to be measured at 1.5m from the thicker end. |
| 24 | Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer/ Engineer's representative. One coat |
| 25 | Drum Sheet Walling 1.40m (av.) high on Sal-bullah / Eucalyptus bullah piling 10 cm dia. and 3.25m long driven 1.75m (av.) below G.L. and 75cm centre to centre including fitting fixing 3 nos. of half bullah pieces (from 10 cm dia) and drum(empty bitumen) sheet (approved condition) of height 1.5m , cutting and straightening drum sheet (each joint must have lap length of min.50mm) including cost of necessary nails, bolts, nuts etc. and providing 2 to 3m long half bullah ties of 10cm dia. @ 2.25 m centre to centre fixed with 10 cm dia. bullah posts driven 1.5m below G.L. including cost of all materials and one coat of coal tarring to all bullah etc. complete as per direction. Using Sal-bullah |
| 26 | Supplying, fitting, fixing bolts with nuts, washer: Length above 150mm. 10 to 16 mm dia |
| 27 | Supply of unskilled labour when required. Please Enable Macros to View BoQ information |
