Public Works Roads Department Tender
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Costs
EMD
₹ 17,50,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Improvement Of 1) 3rd Km Of S.j Road To Jarailtola Raniferry Road (3.20km) And 2) Nh 54 To Laburbond Via Lathigram (l 2.90 Km) Under Ridfxxvi Of Nabard For The Year 2020-21.
Description
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Contact
Tender Id
2020_PWD_19566_2Bid Award Id
ViewTender No
CE/BR/20/2020/49Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
... More
Extra lead beyond initial lead of 3.0 Km. (Total Lead 6.00Km)
29466.25
-
26.24
... More
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) ( including compensation of earth.)(a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.)
7908.14
-
327.7
... More
Extra lead beyond initial lead of 3.0 Km. (Total Lead 6.00Km)
7908.14
-
28.68
... More
3rd Km of S.J Road to Jarailtola Raniferry Road :
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
1111.7
-
2942.21
... More
NH 54 to Laburbond via Lathigram (L=2.90 Km) : 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
1016.26
-
3328.98
... More
(Road :3rd Km of S.J Road to Jarailtola Raniferry Road(3.20Km) :
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade & Camber,applying & broming stone screening /binding materials to fill up the interstices of coarse aggregate, watering and compacting to the reqd. density.)(with an initial lead of 5.0km). A. By Manual Means
(II ) Grading II
(b ) Using screnning type -B(11.20 mm Agg)
555.85
-
4387.51
... More
(Road :NH 54 to Laburbond via Lathigram (L=2.90 Km) :
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade & Camber,applying & broming stone screening /binding materials to fill up the interstices of coarse aggregate, watering and compacting to the reqd. density.)(with an initial lead of 5.0km). A. By Manual Means
(II ) Grading II
(b ) Using screnning type -B(11.20 mm Agg)
508.13
-
4834.71
... More
(Road :3rd Km of S.J Road to Jarailtola Raniferry Road(3.20Km) : Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade & Camber,applying & broming stone screening /binding materials to fill up the interstices of coarse aggregate, watering and compacting to the reqd. density.)(with an initial lead of 5.0km). A. By Manual Means
(III ) Grading III (b ) Using screnning type -B(11.20 mm Agg)
733.04
-
4548.7
... More
(Road :2.NH 54 to Laburbond via Lathigram (L=2.90 Km) : Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade & Camber,applying & broming stone screening /binding materials to fill up the interstices of coarse aggregate, watering and compacting to the reqd. density.)(with an initial lead of 5.0km). A. By Manual Means
(III ) Grading III (b ) Using screnning type -B(11.20 mm Agg)
796.35
-
4986.84
... More
(Road :3rd Km of S.J Road to Jarailtola Raniferry Road(3.20Km) : 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 plant carriage 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 )
1734.56
-
4543.49
... More
(Road :2.NH 54 to Laburbond via Lathigram (L=2.90 Km) :
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 plant carriage 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 )
1585.65
-
4016.36
... More
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(i) With bitumen emulsion-CSS-1h
33202.13
-
54.24
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.)
66404.25
-
14.69
... More
( Road:.3rd Km of S.J Road to Jarailtola Raniferry Road(3.20Km) :
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) '(ii)'with Polymer modified bitumen 70 'for Grading II ( 19 mm nominal size )
867.28
-
10847.63
... More
( Road:.NH 54 to Laburbond via Lathigram (L=2.90 Km) :
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) '(ii)'with Polymer modified bitumen 70 'for Grading II ( 19 mm nominal size )
792.83
-
10260.6
... More
(Road 3rd Km of S.J Road to Jarailtola Raniferry Road (3.20Km) : Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (ii)with Polymer modified bitumen 70 ' for Grading-I ( 19 mm nominal size )
520.37
-
11908.63
... More
(Road NH 54 to Laburbond via Lathigram (L=2.90 Km) :
Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (ii)with Polymer modified bitumen 70 ' for Grading-I ( 19 mm nominal size )
475.7
-
11325.59
... More
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) 90cm equilateral traingle
2
-
6899.78
... More
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) 60cm equilateral traingle
10
-
4578.76
... More
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) 60cm circular
10
-
6098.61
... More
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) 80cmm x 60 cm rectangular (mandatory & informatory sign )
2
-
8455.79
... More
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications
1770.78
-
989.88
... More
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary Kilometre stone (Precast)
7
-
2928.96
... More
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Hectometre stone (Precast)
25
-
777.44
... More
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 and backfilling with approved material.
989.63
-
135.6
... More
PCC 1:3:6 in foundation
(Plain cement concrete 1:3:6 in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days)
59.38
-
6377.72
... More
Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specification,including steel shuttering form work.
(N) With out plasticiser. A. P.C.C Grade M 15.
418.47
-
7459.13
... More
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
5.74
-
82468.53
... More
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 and backfilling with approved material.
147.54
-
135.6
... More
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.)
16.82
-
6377.72
... More
Labour for laying reinforced cement concrete pipe NP4/NP3/prestressed concrete pipe for culverts on first class bedding of granular/cc M 15 in single rowEtc
(ii) with 1st class bedding of cc M-15
A.1000 mm dia
10
-
528.84
... More
Cost of reinforced cement concrete pipe NP4/NP3/prestressed concrete pipe ,1000 mm dia
10
-
9694.27
... More
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification,including steel shuttering form work.
(N) With out plasticiser. A. P.C.C Grade M 15.
10.58
-
6924.64
... More
Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specification,including steel shuttering form work.
(N) With out plasticiser. A. P.C.C Grade M 15.
7.98
-
7459.13
... More
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
'(I)RCC Grade M20 using concrete mixture.
61.08
-
8019.61
... More
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork RCC Grade M20. Height up to 5m ,Using concrete mixture.
46.19
-
8482.91
... More
Providing weep holes in Brick masonry/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.
65
-
224.87
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork
RCC grade M 25, Height up to 5.0m.
25
-
9934.96
... More
Providing and laying parapeet with PCC M15 as per drawing and technical specifications Clauses 800, and 1208.4
1.69
-
6078.34
... More
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications .
TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
4.25
-
88581.83
... More
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in Substructure complete as per drawing and technical specifications .
TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
14.27
-
88733.25
... More
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in Superstructure complete as per drawing and technical specifications .
TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
0.08
-
90481.36
... More
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
127.13
-
1636.24
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
5.59
-
16451.67
... More
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
17.6
-
2612.56
... More
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for one year.
402
-
939.03
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