Public Works Roads Department Tender
BidAssist is a very user-friendly website which helps in finding the specific Assam e-tender that one is looking for. For getting any information or detail about any e-tender the Assam government must have posted, BidAssist is designed in such a manner so as to provide information on all government tenders in one place without any inconvenience.
Costs
EMD
₹ 2,31,814Document Cost
₹ 3,477Tender Fee
Refer Documents
Summary
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.
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2020_PWD_16301_1Bid Award Id
ViewTender No
GRC/NIT/510./2018-19/ 279Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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 )
111
-
4752.2
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
740
-
805.5
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 )
1055
-
251
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
561.6
-
368.71
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.)
70.2
-
5644
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)
43.105
-
78391
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Case I Using concrete mixer
304.22
-
7097
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
468
-
199
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A Granular material
266.823
-
1420
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 )
45.12
-
251
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
24
-
368.71
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.)
3
-
5644
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)
2.236
-
78391
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
13.3
-
7097
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
20
-
199
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
10.802
-
1420
Electrical works
-
-
-
Shifting of 11kV and LT Line ,length=350m Steel tubular pole SP 66
7
-
27000
Shifting of 11kV and LT Line ,length=350m C pole 9.75 Meter
8
-
6696
Shifting of 11kV and LT Line ,length=350m C pole 8.5 Meter
21
-
5062
Shifting of 11kV and LT Line ,length=350m KV GOAB Switch 400 Amps
1
-
12202
Shifting of 11kV and LT Line ,length=350m KV DO Fuse 150 Amps
1
-
4200
Shifting of 11kV and LT Line ,length=350m CSR Racoon conductor
1.6
-
56000
Shifting of 11kV and LT Line ,length=350m CSR Rabbit conductor
1
-
34779
Shifting of 11kV and LT Line ,length=350m GI Ch X arm 100x40x6x2200 mm
4
-
1750
Shifting of 11kV and LT Line ,length=350m GI Angle (50x 50x 6)mm
10
-
376
Shifting of 11kV and LT Line ,length=350m GI LT angle cross arm
58
-
172
Shifting of 11kV and LT Line ,length=350m GI 11kV T Cross arm with angle (50x 50x6)mm
8
-
750
Shifting of 11kV and LT Line ,length=350m GI Pole clamp (round type)
7
-
81
Shifting of 11kV and LT Line ,length=350m GI Pole clamp ( flat type)
58
-
81
Shifting of 11kV and LT Line ,length=350m CI Earth pipe 1.8 Mtr Nominal dia 100mm
7
-
1250
Shifting of 11kV and LT Line ,length=350m GI nuts and bolts with washer accorted
20
-
81
Shifting of 11kV and LT Line ,length=350m Bimettalic lug
7
-
172
Shifting of 11kV and LT Line ,length=350m Alumminium lugs (Assorted)
1
-
1220
Shifting of 11kV and LT Line ,length=350m GI Wire 6 swg
20
-
69
Shifting of 11kV and LT Line ,length=350m 11 Kv polymeric pin insulator
48
-
250
Shifting of 11kV and LT Line ,length=350m 11 Kv polymeric disc insulator
12
-
300
Shifting of 11kV and LT Line ,length=350m H/W Fitting for disc insulator 70 KN (tension)
12
-
243
Shifting of 11kV and LT Line ,length=350m Shackle insulator porcelain
116
-
45
Shifting of 11kV and LT Line ,length=350m LT XLPE 1 Core 95 sqm mm AI
30
-
196
Shifting of 11kV and LT Line ,length=350m HT Danger plate
10
-
50
Shifting of 11kV and LT Line ,length=200m Kv 100 KVA DTR 4 Star BIS Level 2
1
-
182000
Shifting of 11kV and LT Line , length=200 m C pole 9.75 Meter
12
-
6696
Shifting of 11kV and LT Line ,length=200m C pole 8.5 Meter
12
-
5062
Shifting of 11kV and LT Line , length=200m KV GOAB Switch 400 Amps
2
-
12202
Shifting of 11kV and LT Line , length=200 m KV DO Fuse 150 Amps
1
-
4200
Shifting of 11kV and LT Line, length=200 m 9KA LA Station type
1
-
5000
Shifting of 11kV and LT Line, Length=200 m CSR Racoon conductor
1.3
-
56000
Shifting of 11kV and LT Line Length=200 m CSR Rabbit conductor
1.5
-
34779
Shifting of 11kV and LT Line( Length=200 m ) GI Ch X arm 100x40x6x2200 mm
6
-
1750
Shifting of 11kV and LT Line ( Length=200 m ) GI Angle (50x 50x 6)mm
10
-
376
Shifting of 11kV and LT Line ( Length=200 m ) GI LT angle cross arm
48
-
172
Shifting of 11kV and LT Line ( Length=200 m ) GI 11kV T Cross arm with angle (50x 50x6)mm
8
-
750
Shifting of 11kV and LT Line ( Length=200 m ) GI Pole clamp ( flat type)
48
-
81
Shifting of 11kV and LT Line ( Length=200 m ) GI nuts and bolts with washer accorted
20
-
81
Shifting of 11kV and LT Line ( Length=200 m ) GI Wire 6 swg
10
-
69
Shifting of 11kV and LT Line ( Length=200 m ) 11 Kv polymeric pin insulator
36
-
250
Shifting of 11kV and LT Line ( Length=200 m ) 11 Kv polymeric disc insulator
12
-
300
Shifting of 11kV and LT Line ( Length=200 m ) H/W Fitting for disc insulator 70 KN (tension)
12
-
243
Shifting of 11kV and LT Line ( Length=200 m ) Shackle insulator porcelain
96
-
45
Shifting of 11kV and LT Line ( Length=200 m ) HT Danger plate
10
-
50
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements