Public Works Roads Department Tender
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Costs
EMD
₹ 23,99,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Re/ridf-xxvii/moran/1 Mohmari Pathar To Madhupur
Description
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Contact
Tender Id
2021_PWD_23870_2Bid Award Id
ViewTender No
CE/Commn/30/ RIDF27/1_DibrugarhTender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private land
34377.73
-
258.21
... More
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. ii ) For Grading II Material (including all lead and lift upto site)
337.5
-
3941.97
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. WBM Grading- 3 (A) By Manual Means. (including all lead and lift upto site)
1462.5
-
5827.6
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Prime coat i) Medium porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90-1.2 kg/sqm using
mechanical means as per Technical Specification Clause 502
14750
-
48.93
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Tack coat Providing and applying tack coat with Bitumen emulsion sqm 10.20
(RS-1) using emulsion distributor at the rate of 0.25 to 0.30
kg per sqm on the prepared dry and hungry bituminous
surface cleaned with Hydraulic broom as per Technical
Specification Clause 503.
bituminous/granular surface cleaned with
mechanical broom.( Including cost of testing
of materials at site and laboratory as directed
by the deptt.) With Bitumen emulsion CSS-1h Granular surfaces treated with primer
107600
-
13.33
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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 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)
(A) with 60/70 or VG-30 grade bitumen (ii) for Grading-II(19 mm nominal size) (including all lead and lift upto site)
3577.7
-
11106.19
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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 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)
(I) with 60/70 or VG-30 grade bitumen (ii) for Grading-II(19 mm nominal size) (including all lead and lift upto site)
2152
-
12544.93
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Road marking with hot applied thermoplastic compound with reflectorised glass beads on bituminous surface Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorised glass beads @ 250gms per sqm area, thickness of 2.5mm 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 be MoRT&H specifications
2152
-
566.13
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Providing reflective pavement marker with 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.
2693
-
287.02
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Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 ii) 600mm equilateral triangle
25
-
3933.19
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Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 ii) 600mm circular
15
-
5345.8
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Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 ii) 600 x 600mm square
6
-
6202.34
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Direction and Place Identification signs upto 0.9 sqm size board
A Retro-reflectorised Traffic Signs
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated
lens type reflective sheeting vide Clause 1701.2.3, fixed over
aluminium sheeting, 2 mm thick with area not exceeding
0.9 sqm supported on a mild steel single angle iron post 75 x
75 x 6 mm firmly fixed to the ground by means of properly
designed foundation with M-15 grade cement concrete 450
x 450 x 600 mm, 600 mm below ground level as per approved
drawing and Technical Specification Clause 1701
9
-
13899.23
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Direction and Place Identification signs more than 0.9 sqm size board
A Retro-reflectorised Traffic Signs
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated
lens type reflective sheeting vide Clause 1701.2.3, fixed over
aluminium sheeting, 2 mm thick with area not exceeding
0.9 sqm supported on a mild steel single angle iron post 75 x
75 x 6 mm firmly fixed to the ground by means of properly
designed foundation with M-15 grade cement concrete 450
x 450 x 600 mm, 600 mm below ground level as per approved
drawing and Technical Specification Clause 1701
3
-
14373.67
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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)5 th Kilometer stone (Precast)
3
-
4197.85
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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)
12
-
2509.17
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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) 200m stone (Precast)
55
-
667.27
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Supplying, fitting and fixing RCC guard post
150cm long erected 75cm above the ground
and 75cm below the ground with M-15 grade
(nominal mix 1:2:4 with broken stone aggregate
up to 20mm size) of cement concrete and
required reinforcement tied in position with
annealed black wire including centering,
moulding the top, curing including painting
concrete surfaces in 23cm strips upto 0.75m
from the top alternately in black and white and
having 2 nos. reflective band of desired shade
etc. complete as per design and as directed. 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main
steel bars and 6mm TMT/ MS stirrups at 15cm
c/c.
5382
-
1211.36
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RCC Guard Wall & Saucer 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 and backfilling with approved material. I. Ordinary soil (b)'With dewatering '(i)upto 3 m depth
1452.6
-
127.69
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Prviding brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete. A) Brick on flat soling
3228
-
817.22
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Plain/Reinforced cement concrete, in foundation complete as per drawing and technical specification and steel shuttering formwork RCC gr M-20
968.4
-
7072.9
... More
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications ( B) TMT-IS 1786 (Fe-500 D) Secondary producer (ISI approved)
57.25
-
63550.07
... 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.)
242.1
-
5588.98
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Brick Masonry 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 and backfilling with approved material.
I. Ordinary soil (b)'With dewatering '(i)upto 3 m depth
567.93
-
127.69
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Providing brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete. A) Brick on flat soling
1893.1
-
817.22
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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.)
141.98
-
5588.98
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Brick msonry work in 1:4 in sub structure complete excluding pointing and plastering , as per drawing and technical specification.
237.5
-
7983.11
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Plastering with cement morter(1:3) in brick work in sub structure as per technical specification.
2667.55
-
146.41
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Providing RCC post gate for restricting heavy vehicular traffic as per approved drawing and design in DPR and as directed by the Department.
5
-
72185.5
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Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.
38750
-
23.39
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