Constructing checkdam across Uchh River near Pancheshwar Mahadev Mandir Taluka Sankheda District Chhota Udepur

Name of work :- Constructing checkdam across Uchh River near Pancheshwar Mahadev Mandir Taluka :- Sankheda

District :- Chhota Udepur

Quantity Unit Items Rate Per Amount.

Excavation for foundation in all sorts of soil including yellow sandy

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

76055.00 m3 depositing the excavated stuff in uniform layers in banks or as and 107.80 m3

where directed etc. complete for lead up to 500m and all lift. (BY

MACHINERY) B)Including dewatering.

Providing & Laying in position with Batch Mix Plant & Transit Mixer

"DESIGN MIX" cement concrete using cement sand and crushed

aggregate for C.C./ R.C.C work including necessary formwork,

centering, scaffolding, compaction by vibrator, curing as directed

833.00 m3 with all lead & lift etc complete without dewatering and excluding 4755.00 m3

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

Abutment / Pier / Bottom slab of barrel / Plinth course / Coping /

Approach Slab etc. (a) Concrete grade M-15 and MSA-20 mm

Providing & Laying in position "NOMINAL MIX" cement concrete

using cement, sand and crushed aggregate by mass and machine

mix for C.C./R.C.C work incl. necessary formworks centering,

scaffolding, compaction by vibrator, curing as directed with all lead

& lift etc complete Without Dewatering and excluding cost of steel

reinforcement. (A) For Foundation concrete / General purpose (a)

C. C. Nominal Mix, M-10 and MSA-40 mm

Providing & Laying in position with Batch Mix Plant & Transit Mixer

"DESIGN MIX" cement concrete using cement sand and crushed

aggregate for C.C./ R.C.C work 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. (B) For Pier and Abutments / Wing

wall / Head wall / Return wall / Dowel wall etc.Concrete grade M-15

Providing & Placing in position reinforcement bars

including cutting, bending, welding joints where

668.22 Qtl necessary, hooking etc. complete as per drawing for all lead 7194.00 Qtl

(TMT (FE 500 D)

Providing and laying in position 110 mm dia (6 kgf/sq cm) P.V.C.

224.00 m Pipe for weep holes with non corroding jali in abutments, wing 262.50 m

walls, retaining walls etc. complete.

Providing and laying graded filter of specified materials in uniform

layer as per design including watering etc. complete.

Providing and laying dry rubble pitching of various thickness to

required grade including trimming of earthwork, hand packing the

interstices with spauls, filling earth in interstices pannelling

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

Quantity Unit Items Rate Per Amount.

Providing and laying sand filter layer of specified gradation in

uniform layers of specified thickness in horizontal, including

inclined and in canal banks as per drawing including watering upto

saturation and compaction as directed.

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 (approximate up 1.65 tone )

with mesh size 10x 12 cm including packing , inter locking of stone

sand 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.

Providing and laying dry rubble for Launching apron having

3534.00 m3 minimum dimension of 400 mm including packing filling interstice 2173.70 m3

with quarry spauls etc. complete

Backfilling the foundation trenches around the structures etc with

17297.00 m3 selected excavated stuff including watering, ramming, compacting 36.90 m3

etc. complete. (By Machinery)

Providing and fixing in position PVC heavy duty waterstops in

barrels, troughs and wing walls with 25 mm wide expansion joint

202.00 m as shown in drawing including filling the joints with asphalt pad or 634.50 m

bitumen or cork board of approved quality ( asphalt pad or b

Providing and fixing in position pre-moulded asphalt or bitumen

294.00 m2 cork board of approved quality and specifications as per design 1220.00 m2

and drawing. 12 mm thickness

Providing and fixing marble plate of 2.54 cm thick including

2025.00 m2 engraving and filling led for letters as directed.

Providing and laying Non Woven Geo Fabric Filter over the

excavated surface as per specification including stitching with

overlap to design profile as directed in tidal range etc. complete

2 Sand filling in foundation in between top and bottom plug in layers

including compacting as directed.

Deputy Executive Engineer Executive Engineer

Irrigation Project Sub Dn. No.15 Irrigation Project Division No.2

Superintending Engineer

Vadodara Irrigation Circle