Public Works Roads Department Tender
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Costs
EMD
₹ 17,41,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Patacharkuchi Anchali Road (nh-31 At Patacharkuchi To Nityananda) Under Ridf-xxvi Of Nabard For The Year 2020-21.
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_19009_8Bid Award Id
ViewTender No
CE/BR/20/2020/43Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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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) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(a) from private land
10203.94
-
327.7
... More
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines,grades and cross sections.
4123
-
149.16
... More
By Mix in Place Method (Construction of granular sub-base by providing close 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( Including cost of testing of materials at site and laboratory as directed by the deptt.)
ii) for grading- II Material
6672.33
-
3088.15
... More
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 )
2073.15
-
4624.93
... More
Inter locking concrete Block pavement
A)Interlocking pavement block
I)Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.
a) Including Edge block/ Edge restraints
214.2
-
1038.13
... 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
13263
-
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.) '(I)With Bitumen emulsion CSS-1h (b) dry & hungry bituminous surface
69595
-
14.69
... More
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)
B)(ii)'with Polymer modified bitumen 70 i i) for GradingII(19 mm nominal size)
1729
-
10963.96
... More
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.)
C) '(a) With hydrated lime / cement as filler ( refer table 500-9 of MoSRT&H specification) & anti stripping agent as per IS:14982( Refer Appendix-5 of MoSRT&H specification)
(I)'with 60/70 or VG-30 grade bitumen
ii)r Grading-II(13 mm nominal size)
1016.53
-
12093.9
... 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)
ii) 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)
iii) 60cm circular
16
-
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)
iv) 80cmm x 60 cm rectangular
2
-
8455.79
... More
Providing reflective pavement marker with each 249.00 Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
2342
-
281.37
... 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
2100
-
989.88
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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)
i) 5th kilometre stone (precast)
1
-
4713.24
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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)
ii) Ordinary Kilometer stone (Precast)
5
-
2928.96
... More
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.)
161
-
4170.83
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1000mm dia Single HP
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.
I) Ordinary soil
A (I) Without dewatering
i) upto 3 m depth
98.1
-
135.59
... More
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
N) Without plasticiser
'A) PCC Grade M15
3.66
-
6924.64
... More
Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications
18.12
-
7513.37
... More
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications
7.86
-
9023.05
... More
RCC Pipe NP 4 heavy duty non presure pipe 1000 mm dia
25
-
9694.27
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
43.01
-
160.46
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Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works.
9
-
2585.43
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1000mm dia Double HP'
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.
i) Ordinary soil
A)Manual Means
(I) Without dewatering
(i) upto 3 m depth
58.03
-
135.6
... More
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
N) Without plasticiser
'A) PCC Grade M15
3.52
-
6924.64
... More
Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications
14.67
-
7513.37
... More
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications
9.92
-
9023.05
... More
RCC Pipe NP 4 heavy duty non presure pipe 1000 mm dia
12.5
-
9694.27
... More
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
37.42
-
160.46
... More
Dry rubble Flooring, Construcytion of dry rubble flooring at cross drainage works for relatively less important works.
7.35
-
2585.44
... More
Extension of slab culvert
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.
i) Ordinary soil
A)Manual Means
(I) Without dewatering
(i) upto 3 m depth
61.66
-
135.6
... More
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
I) Without plasticiser
'A) PCC Grade M15
6.49
-
6924.64
... More
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
B) Without plasticiser
'B) PCC Grade M20
39.54
-
7789.09
... More
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork I) Without plasticiser
B) PCC Grade M20
Height upto 5m
20.45
-
8237.7
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.
I) Without Plasticiser
A) RCC Grade M20
case-i) Using Concrete Mixer
(i) For solid slab super-structure
a) Height upto 5m
1.52
-
9175.6
... More
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
41.56
-
160.46
... More
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork I) Without plasticiser
A) PCC Grade M15
Height upto 5m
0.36
-
7459.13
... More
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork I) Without plasticiser
E) RCC Grade M20
a) Height upto 5m
3.31
-
8482.91
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.
I) Without Plasticiser
B) RCC Grade M25
case-i) Using Concrete Mixer
(i) For solid slab super-structure
a) Height upto 5m
17.55
-
9923.66
... More
'Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications b) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
0.18
-
82468.53
... More
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications b) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
1.5
-
83955.61
... 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.
15
-
224.87
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
0.89
-
16451.67
... More
RCC Box Culvert
'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.
i) Ordinary soil
A)Manual Means
(I) Without dewatering
(i) upto 3 m depth
51.24
-
135.6
... More
Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works.
40.19
-
2585.44
... More
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
I) Without plasticiser
'A) PCC Grade M15
40.2
-
6924.64
... More
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
I) Without plasticiser
Case i) Using concrete mixer 'C) RCC Grade M20
204.3
-
8019.61
... More
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications b) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
13.43
-
83955.61
... More
Drain with cover slab
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.
i) Ordinary soil
A)Manual Means
(I) Without dewatering
(i) upto 3 m depth
387
-
135.6
... More
Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)
387
-
97.18
... More
Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works.
29.67
-
2585.44
... 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.)
29.67
-
6377.72
... More
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork II) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999
E) RCC Grade M20
a) Height upto 5m
116.96
-
9525.9
... More
'Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications b) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
12.39
-
82468.53
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
61.92
-
1604.6
... 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.
86
-
224.87
... More
Tree Plantation : Planting of Trees and their Maintenance for three 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 three year.
140
-
745.8
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