Improvement, Renovation and restoration of Branch Canal No. 4 distry No 4 of Heran weir irrigation scheme. (Package 4)

scheme.(Package 4)

Item of work Qty Unit Rate (Rs.) Amount (Rs.)

Earth work in embankment using selected soil, soft and hard murram

excavated from approved borrow area village tanks etc. including conveying,

spreading in uniform layers, breaking clods and dresing to the designed canal

Compaction of earth work in embackment in uniform layers at optimum

2 moisture content to required dry density including watering, rolling with 25657.00 Cum 43.20

suitable type of roller of specified capacity etc. complete

Excavation of Canal in all sorts of soil including soft and hard murrum

including depositing the excavated stuff in uniform layers in canal banks or as

and where directed etc. complete in varying lead upto 500m and with all lifts.

Dismantalling the CC lining including disposing off the dismentlled material as

directed etc. Completed

Providing & Fixing MS Welded wire Mesh Of Size 150 mm X 150 mm X

5 mm Dia Including Cutting in required sizes,fixing in canal prism including 10928.00 Sq. Mt 136.00

cover block & binding wire etc. complete as directed.

Composite GCL having thickness of 6-6.5mm shall consist of a uniform

distributed layer of granular sodium bentonite (4.0kg/sqm @12% moisture) wit

powder mix sandwiched in btween non woven PP geotextile 200 GSM as a

cover layer and woven PP geotextile (110 GSM) as a carrier layer. The

components shall be reinforced with needle punched (>5/cm2) uniformaly

together across the entire GCL. Unless otherwise accepted the agency shall

not make any change with the technical specification of any of the parameters

listed below. The width of GCL roll shall not be less than 5.15m.

Providing and laying plain/reinforced cement concrete lining of M 15 (MSA

mm) in bed, side slopes and curvature including batching, mixing,

transporting, placing, vibrating, smooth finishing, curing including dewatering

7 where required.(MACHINERY BASED by "FLORI" - WITHOUT PAVER 9373.00 Sq. Mt 327.90

7.5 cm thick lining in Bed / Slope

Carrying Out ROW Validation with respect to Village Map or JM Sheet & Also

8 Collection of All Map and Exsiting Field DGPS UTM Coordinate Superimpose. 4.00 Kms 14800.00

Preparation of Final DGPS UTM Co-ordinate.

Staking out ROW with respect to JM Sheet, Finalization of DGPS UTM Co-

ordinate for using DGPS Instruments. Providing and Fixing TBM Stone (Size

9 230 mm x 230 mm x 1000 mm) of ROW at Every 1 Km and Indicator Stone 4.00 Kms 29900.00

size (150 mm x 150 mm x 450 mm) of ROW at Every 50 ML. Both Stone

Painted red on top as per Point Marking and Final DGPS UTM Co-ordinate.

Construction of 200mm thick compacted coarsed granular subbase (Grade-I

crushed B.T materials of 53 mm to 26.5 mm @ 35 %,26.5 mm to 4.75 mm @

45% ,Below 2.36 mm @ 20 %) by providing close graded material , mixing in

a mechanical mix plant at OMC,carriage of a mix material to work site,

spreading uniform layers with motor grader on prepared surface and

compacting with vibratory power roller to achieve desire density , complete

Providing and laying wet mix base course macadam 150 mm in single layer

using machine crushed chips as per required gradation mixing with required

optimum quantity of water conveying the mix to site and spreading to grade

and camber with mechanical paver consolidation by vibratory roller including

material, labour, plant and machinery and equipment etc. complete.

Dismentalling the existing stone/brick masonry including sorting out and

12 stacking the useful materials and removing the debries and making good the 452.00 Cum 750.90

damage etc. complete as directed.

Dismantling the R.C.C. work and disposing off the stuff including stacking of

13 the useful materials etc. complete as directed. Light Reinforcement ( Main bar 228.00 Cum 1732.80

upto 16 mm. dia. )

Dismantling the existing R.C.C. Pipes including sorting out and stacking of the

14 useful materials of the following diameters including refilling the trenches etc. 100.00 Rmt 1270.70

complete as directed. (d) 1000mm to 1200mm

Excavation for foundation trenches in all sorts of soil including yellow sandy

gravelly soils, soft & hard murrum etc. in dry condition including depositing the

15 excavated stuff in uniform layers in banks or a sand where directed 2421.00 Cum 107.80

etc.complete for lead upto 500 m and all lift. (BY MACHINERY) Including

Providing & Laying in position "DESIGN MIX" cement concrete using cement

sand and crushed aggregate for C.C./ R.C.C work by "FLORI" including

necessary formwork, centering, scaffolding, compaction by vibrator, curing as

16 directed with all lead & lift etc complete without dewatering and excluding the 139.00 Cum 4012.50

cost of steel reinforcement.(A) For Footing of column / Abutment / Pier /

Bottom slab of barrel / Plinth course / Coping / Approach Slab etc. (d) M-15

and MSA-40 (For P.C.C. foundation)

Providing & Laying in position "DESIGN MIX" cement concrete using cement

sand and crushed aggregate for C.C./ R.C.C work by "FLORI" including

necessary formwork, centering, scaffolding, compaction by vibrator, curing as

17 directed with all lead & lift etc complete without dewatering and excluding the 798.00 Cum 4811.00

cost of steel reinforcement..(B) For Pier and Abutments / Wing wall / Head

wall / Return wall etc.

(h) Concrete grade M-20 and MSA-20 mm (For Structural Work)

Providing & Laying in position "DESIGN MIX" cement concrete using cement

sand and crushed aggregate for C.C./ R.C.C work by "FLORI" including

necessary formwork, centering, scaffolding, compaction by vibrator, curing as

directed with all lead & lift etc complete without dewatering and excluding the

18 cost of steel reinforcement..(A) For Footing of column / Abutment / Pier / 557.14 Cum 4543.00

Bottom slab of barrel / Plinth course / Coping / Approach Slab etc. (c)

Concrete grade M-20 and MSA-20 mm

Providing & Laying in position "DESIGN MIX" cement concrete using cement

sand and crushed aggregate for C.C./ R.C.C work by "FLORI" including

necessary formwork, centering, scaffolding, compaction by vibrator, curing as

directed with all lead & lift etc complete without dewatering and excluding the

cost of steel reinforcement..(A) For Footing of column / Abutment / Pier /

Bottom slab of barrel / Plinth course / Coping / Approach Slab etc. (c)

Concrete grade M-25 and MSA-20 mm

Providing & Placing in position reinforcement bars including cutting,

20 bending, welding joints where necessary, hooking etc. complete as 27.54 MT 82019.00

per drawing for all lead and lifts. (B) TMT

Providing and fixing in position P.V.C. heavy duty water stops in barrels,

troughs and wing walls with 25 mm wide expansion joint as shown in drawing

21 including filling the joints with asphalt pad or bitumen cork board of 264.00 Rmt 587.70

approved quality. (Asphalt pad or bitumen cork board will be paid seperatly)

225 mm WIDE P.V.C. WATER STOP

Providing and filling the polysulphide joint sealent of the approved make in the

22 expansion and contraction joints in the C.C. lining including clearing the joints 61.00 Rmt 181.20

with air water jet.

Back filling the foundation trenches around the structures etc with selected

23 excavated stuff including watering, ramming, compacting etc. complete. (By 1131.56 Cum 36.90

Providing and laying plain / reinforced cement concrete lining of M-15,(MSA-

20 mm) in bed, side slopes and curvature including batching, mixing,

transporting, placing, vibrating, smooth finishing, curing including dewatering

where required, including sleeper Beam of 20 cm X 15 cm of same grade of

concrete below joint @ 3.00 m C/C and LDPE film of 150 micron over sleeper

beam with bitumen primer. (MACHINERY BASED by "FLORI" - WITH PAVER

- WATER CURING)

20 cm thick lining in Bed / Slope

Providing and fixing in position 1.80 m high above finished ground

level canal data boards of standard size 1.20m x 0.90m with M.S. angle

25 40mm x 40mm x 6mm with 3mm thick iron plate in 1:5:10 proportion 25.00 Nos. 3103.00

concrete block size 40cm x 40cm x 75 cm including painting existing

data on the board etc. complete as directed.

New / Repairing of steel gate including providing basic steel material; M.S.

26 Shaft plate, angles, channels etc. incl. fabrication transporting to site & 9126.00 Kg 127.20

erection and painting etc. complete.

Providing and fixing in position ( different diameter ) I.S.,NP-3 class reinforced

pipe with caulking the joints with cement mortar 1:1 proportion,using jute

27 string soaked in cement slurry, finishing joints and laying pipes to the 37.50 Rmt 2039.60

designed grade and levels, curing etc. complete for all leads and lifts. (NP-3

class 600 MM dia pipe.)

Providing and fixing in position ( different diameter ) I.S.,NP-3 class reinforced

pipe with caulking the joints with cement mortar 1:1 proportion,using jute

28 string soaked in cement slurry, finishing joints and laying pipes to the 12.50 Rmt 2857.70

designed grade and levels, curing etc. complete for all leads and lifts. (NP-3

class 900 MM dia pipe.)

Providing and fixing guard stone / boundary stone of size 20cm x 20cm x

cm including white washing in two coats.

Supplying and fixing road sign board of M.S. plates and angle iron including

30 painting, lettering etc. complete including fixing in C.C.1:4:8 with necessary 8.00 Nos. 3042.56

excavation etc. complete as per I.R.C. type design.(ii) Reflective type

Clearing of Canals for jungle cutting Removing and destroying the thick

"Ghabajaria" ," Panfuti "etc. from the Canal/Drain bed under the water pool

alongwith rolls incl. cutting carrying it away as directed and burning the same

etc. complete.(By Machinery ) Below 20 Cusec.

Dpeuty Executive Engineer Executive Engineer

Irrigation Project Sub Division No 15 Irrigation Project Division No

Superintending Engineer

Vadodara Irrigation Circle