Constructing Checkdam cum Flood/Tide controlling structure at Village: Delwada Ta: Jalalpore Dist; Navsari

BILL OF QUANTITIES

Item No. Description of Item Quantity Unit Amount

Item No.1 (a) Earth work in embankment using selected soil, soft

& hard murrum excavated from approved borrow area / village

tank etc.including conveying, spreading in uniform layers,

1 breaking clods and dressing to the designed section for following 38792.00 CM 94.50

leads and all lifts etc.complete.(By machinery-Poclane Ex.280)

For lead beyond 2.0 and upto 3.0 Km.

Item No.1 (b) Extra rate for lead from 3 km to 5 km.

Item No.1 (c) Extra rate for lead from 5 km to 6 km.

4 Item No.1 (d) Extra rate for lead from 6 km to 7 km. 38792.00 CM 7.41

5 Item No.1 (e) Extra rate for lead from 7 km to 8 km. 38792.00 CM 7.41

Item No.1 (f) Compaction of Earth work in embankment in layers

15 to 20 Cms at requisite moisture content to required dry density

6 not less then 85% of corresponding proctor maximum dry 38792.00 CM 12.40

density including watering, rolling with suitable type of roller etc.

Item No.2 Dewatering the foundation trenches during excavation

of canals, drains, foundation tranches, concrete, masonary etc. till

completion and diversion of surface and sub surface water by

7 using pumps of suitable capacity either diesel or electrical driven 760.00 Hp/Hr 45.80

including cost of labour, pipelines etc. for delivery distance

beyond 50 meters.

Item No.3 Excavation for foundation in all sorts of soil including

yellow, sandy, gravelly, soft and hard murrum etc. in dry

condition including depositing the excavated stuff in uniform

8 layers in banks or as and where directed etc. complete for lead 8535.00 CM 86.10

upto 1 km and all lift. ( By machinery)

Item No.4 Filling in foundation with concrete of cement, sand and

metal (up to 5cm size) in following proportion including

9 centering, shuttering, temping, smooth finishing, curing etc. 602.00 CM 4891.30

complete as directed for all lead and lifts. (iii) 1:2:4

Item No.5 Providing and laying plain/reinforced cement concrete

of cement, sand and metal (above 20mm & upto 25mm size) in

10 following proportion including centering, shuttering, temping, 304.00 CM 5380.20

smooth finishing, curing etc. complete as directed for all leads and

lifts.(v) 1:1.5:3

Item No.6 Providing and laying 75 mm wearing coat of ordinery

portland cement concrete M-15 grade including laying on proper

11 camber, tamping, screening, finishing, broomung or grooving etc. 63.00 SM 282.30

complete for all leds and lifts.

Item No.7 Providing and placing in position reinforcement bars

including cutting, bending welding, joints where necessary,

12 hooking, Including providing Fusion Epoxy coating not less than 61.02 Qtl 8200.20

175 micron etc.complete as per drawing for all lead and lifts. (b)

Item No.8 Providing and fixing of SMC chequered Plate & GRP

13 section for waster Gate with two coats of oil paints & single coat 14.40 Per Sqm 6821.45

of anti corrosive oil paints etc. complete.

Item No.9 Providing and fixing marble plate of 2 cm thickness

14 including engraving and filling paint for letters as directed. 20.25 100 cm2 250.60

Item No.10 Hire & Running charges of Machineries JCB-4CX

Item No.11 Providing and fixing guard stone of size 75 cm x

cm x 15 cm in cement concrete block of size 35 cm x 40 cm x

16 cm in proportion 1:4:8 including white washing to exposed 57.00 No 254.60

surfaces of guard stone in three coats etc. complete.

Item No.12: Providing and laying dry rubble pitching of various

thickness to required grade including trimming of earth work

17 hand packing the interstices with spauls, filling earth in interstices 11321.60 SM 455.50

panneling complete for all leads and lifts. (a) 300mm thick.

Item No.13: Supplying & Laying mechanically woven double

twisted hexagonal Zn+PVC coated box G.I wire mash gabion size

1.0 x 1.0 x 1.0 mt. filed with 15 to 40 kg trap rubble stone

18 (approximate up 1.65 tone ) with mesh size 10 x 12 cm including 2384.00 No 2625.26

packing, interlocking of stones and fushing the top of gabion sand

tying to each other & laying to required line, level slope with all

leads and lifts as directed etc. complete.