Construction of RCC Drain( Balanced Portion) and ICBP on widening portion near Bezera Chawk to Bezera Balikuchi Road under SOPD-G for the year 2019-20.PKG NO.KAM(R)/GRC/SOPD/2019-20/34.

Amount

Roadwork

Excavation in Soil by Manual Means. (a) (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.)

Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401 for grading- II Material

Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plantcarriage of mixed Material by tipper to site, laying in uniform layers with paver in sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )

Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. (a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm

Construction of R.C.C Covered drain Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavated earth to the extent required and utilising theremaining earth locally for road work.) (i) Ordinary soil A Manual Means (Depth upto 3 m) ( Without dewatering )

Providing brick soiling in foundation and under floor with stone/best quality picked jhamma brick, sand packed and laid in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering,complete. a) Brick flat soiling

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/Shyam steel or equivalent)

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Case I Using concrete mixer

Providing weep holes in Brick masonry/ each 199.00 Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A Granular material

Construction of R.C.C Covered drain (Load Bearing Drain) Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavated earth to the extent required and utilising theremaining earth locally for road work.) (i) Ordinary soil A Manual Means (Depth upto 3 m) ( Without dewatering )

Construction of R.C.C Covered drAIN (load bearing) Providing brick soiling in foundation and under floor with stone/best quality picked jhamma brick, sand packed and laid in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering,complete. a) Brick flat soiling

Construction of R.C.C Covered drain PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Construction of R.C.C Covered drain Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/Shyam steel or equivalent)

Construction of R.C.C Covered drain Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Case I Using concrete mixer

Construction of R.C.C Covered drain provi ding weep holes in Brick masonry/ each 199.00 Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification

Construction of R.C.C Covered drain Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A Granular material

Electrical works

Shifting of 11kV and LT Line ,length=350m Steel tubular pole SP 66

Shifting of 11kV and LT Line ,length=350m C pole 9.75 Meter

Shifting of 11kV and LT Line ,length=350m C pole 8.5 Meter

Shifting of 11kV and LT Line ,length=350m KV GOAB Switch 400 Amps

Shifting of 11kV and LT Line ,length=350m KV DO Fuse 150 Amps

Shifting of 11kV and LT Line ,length=350m CSR Racoon conductor

Shifting of 11kV and LT Line ,length=350m CSR Rabbit conductor

Shifting of 11kV and LT Line ,length=350m GI Ch X arm 100x40x6x2200 mm

Shifting of 11kV and LT Line ,length=350m GI Angle (50x 50x 6)mm

Shifting of 11kV and LT Line ,length=350m GI LT angle cross arm

Shifting of 11kV and LT Line ,length=350m GI 11kV T Cross arm with angle (50x 50x6)mm

Shifting of 11kV and LT Line ,length=350m GI Pole clamp (round type)

Shifting of 11kV and LT Line ,length=350m GI Pole clamp ( flat type)

Shifting of 11kV and LT Line ,length=350m CI Earth pipe 1.8 Mtr Nominal dia 100mm

Shifting of 11kV and LT Line ,length=350m GI nuts and bolts with washer accorted

Shifting of 11kV and LT Line ,length=350m Bimettalic lug

Shifting of 11kV and LT Line ,length=350m Alumminium lugs (Assorted)

Shifting of 11kV and LT Line ,length=350m GI Wire 6 swg

Shifting of 11kV and LT Line ,length=350m 11 Kv polymeric pin insulator

Shifting of 11kV and LT Line ,length=350m 11 Kv polymeric disc insulator

Shifting of 11kV and LT Line ,length=350m H/W Fitting for disc insulator 70 KN (tension)

Shifting of 11kV and LT Line ,length=350m Shackle insulator porcelain

Shifting of 11kV and LT Line ,length=350m LT XLPE 1 Core 95 sqm mm AI

Shifting of 11kV and LT Line ,length=350m HT Danger plate

Shifting of 11kV and LT Line ,length=200m Kv 100 KVA DTR 4 Star BIS Level 2

Shifting of 11kV and LT Line , length=200 m C pole 9.75 Meter

Shifting of 11kV and LT Line ,length=200m C pole 8.5 Meter

Shifting of 11kV and LT Line , length=200m KV GOAB Switch 400 Amps

Shifting of 11kV and LT Line , length=200 m KV DO Fuse 150 Amps

Shifting of 11kV and LT Line, length=200 m 9KA LA Station type

Shifting of 11kV and LT Line, Length=200 m CSR Racoon conductor

Shifting of 11kV and LT Line Length=200 m CSR Rabbit conductor

Shifting of 11kV and LT Line( Length=200 m ) GI Ch X arm 100x40x6x2200 mm

Shifting of 11kV and LT Line ( Length=200 m ) GI Angle (50x 50x 6)mm

Shifting of 11kV and LT Line ( Length=200 m ) GI LT angle cross arm

Shifting of 11kV and LT Line ( Length=200 m ) GI 11kV T Cross arm with angle (50x 50x6)mm

Shifting of 11kV and LT Line ( Length=200 m ) GI Pole clamp ( flat type)

Shifting of 11kV and LT Line ( Length=200 m ) GI nuts and bolts with washer accorted

Shifting of 11kV and LT Line ( Length=200 m ) GI Wire 6 swg

Shifting of 11kV and LT Line ( Length=200 m ) 11 Kv polymeric pin insulator

Shifting of 11kV and LT Line ( Length=200 m ) 11 Kv polymeric disc insulator

Shifting of 11kV and LT Line ( Length=200 m ) H/W Fitting for disc insulator 70 KN (tension)

Shifting of 11kV and LT Line ( Length=200 m ) Shackle insulator porcelain

Shifting of 11kV and LT Line ( Length=200 m ) HT Danger plate

DULAL KALITA