Flood damage Restoration of Drain Culvert and inspection path at chainage 4820.00 mtr and Restoration Causeway at chainage 1380.0 m on Left Bank Main Canal of Lakhigam Irrigation Scheme.

Item No Quantity Unit Amount

(with brief specification and reference to book of specifications) (In figures)

Item No. 1 Dismentalling the existing stone masonry including sorting out and

1 stacking the useful material sand removing the debries and making good the 231.30 Cum. 757.40

damage etc. complete as directed. (a) In cement concrete.

Item No. 2 Dismentalling the existing foundation concrete including disposing

2 the dismentalled stuff including sorting out and stacking the useful materials and 34.20 Cum. 1165.20

removing the debries and making good the damage etc. complete as directed.

ITEM NO.3:- Dismentalling the existing R.C.C.pipes of the following diameter

3 including sorting out and stacking of the useful materials including refilling the 16.00 M 873.90

trenches etc.complete as directed. (NP-2 pipes) (c) 650 mm to 900 mm dia.

ITEM NO. 4 : Excavation for foundation in all sorts of soil including

yellow,sandy, gravelly soil, soft & hard murrum, etc. dry condition including

depositing the excavated stuff in uniform layers in banks or as directed etc.

complete for lead up to 1.0 km and all lifts.(By machinery) (Above water table)

Item No. 5:- Dismentalling the existing R.C.C.pipes of the following diameter

5 including sorting out and stacking of the useful materials including refilling the 30.00 M 582.60

trenche setc. Complete as directed. (NP-2 pipes) (b) 450 to 600mm

ITEM NO.6 : - Providing and laying plain/ reinforced Nominal Mix cement

concrete of various grade with cement,sandandcoarseaggregatesincluding

6 centering, shuttering, batching, mixing,transporting, placing, vibrating, smooth

finishing, curingetc. completeforall leadand lift.(Manually With Conventional

Mixer, Including dewatering)

11(B) Raft, Bottom slab of barel, footing of columns, piers, abutment and

bottom slab of sump etc.

(i) M-15 grade 12.60 m3 4479.80

(ii) M-20 grade 19.20 m3 4961.20

11(D)Walls of barrels brest walls, staunching rings, pedestels of bearings,

stoplog piers, well staining ,transition wall etc.

(i) M-15 grade 25.20 m3 5451.00

(ii) M-20 grade 134.51 m3 5928.30

11 (E) Roadway slab, approch salb, chute floor slab, kerb, pier cap, abutment

cap, hoisting platform, top slab of barrel etc.

(i) M-15 grade 16.80 m3 4964.90

(ii) M-20 grade 48.80 m3 5438.30

ITEM NO.7 :- Providing and laying Plain/Reinforcedcement concrete of

cement, sand and metal (20 mm to 25 mm size) in following proportion laid in

7 situ including centering, shuttering, temping,temping,smooth finishing,curing

etc.complete as directed for all leads and lifts (Manually With Conventional

(iv) 1:2:4 44.84 Cum. 4943.90

(iv) 1:1.5:3 271.69 Cum. 5330.00

ITEM No. 8 Providing and placing in position reinforcement bars including

8 cutting, bending welding, joints where necessary, hooking etc. complete as per 170.84 Qtl 7194.00

drawing for all lead and lifts. (b) TMT

ITEM NO. 9 Providing and fixing in position (different diameter) NP2 R.C.C

pipe with collar including filling and caulking the joints with cement mortar 1:1

proportion, finishing, curing etc. complete for all lead and lifts. (j) NP2 class

900 mm dia pipe.

ITEM NO.10 : Providing and fixing in position 110mmdia PVC pipe weep

holes in abutment,wingwall,and laying training etc. complete.

Description of Item Rate

Item No Quantity Unit Amount

(with brief specification and reference to book of specifications) (In figures)

ITEM NO. 11 :- Back fiing the foundation trenches around the structures etc.

complete.(By machinary)

ITEM NO. 12 Earthwork in embankment using soil, soft & hard murrum

excavated from approved borrow area/village tanks etc.including breaking clods,

dressing to the design section with lead upto 1.0 kilometer and all lifts.(By

poclane machinary)

13 thickness of 15 to 20 cms including watering rolling of suitable capacity etc. 181.29 Cum. 10.40

complete as directed.

ITEM NO. 14:- Filling in foundation with plumb concrete of cement sand and

14 metal (up to5 cmsize) in proportion1:3:6 including centering,shuttering, 18.00 Cum. 4653.20

temping, smooth finishing curing for all leads and lift.

ITEM NO. 15;- Supplying and laying trap rubble stone of 10to 50kg in weight

for toe and core filling including conveying and stacking to required line,

level,slope section including all leads and lifts.conveying materials from stack

sand laying etc.complete.

ITEM NO. 16 :- Providing video graphy on the ocassion of function or for

16 ongoing construction work including dubbing, titeling etc. complete including 2.00 4Hrs. 1230.51

cost of cassette/CD (b) Up to 4.00 hours

Total Amount (in Fig.)

Total Amount (in Fig.)

Executive Engineer

Ver-II Project Division, Vyara.