Public Works Roads Department Tender
... More
The PWRD has issued a formal invitation for competitive bids for the Public Works Roads Department project, for Ridf-xxvii/golaghat/06 Construction Of (i) Baruah Gaon Gosai Chuk Road, (ii) Sepeti Ali,(iii) Bogori Chuk Road, (iv) Connecting To Mokrong Bagan Road, (v) Mokrong Borchapori Road, (vi) Sagunpara Da-chamuah Road, (vii) Hatigarh- Matikhula Project Tini in Golaghat, Assam, with an estimated contract value of Rs. 6,75,00,000. The bid opening date for this tender is 15-02-2022 and the last date for bid submission is 07-03-2022. Interested bidders for Public Works Roads Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 13,50,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PWD_24353_3Bid Award Id
ViewTender No
CE/STBR/RIDF-XXVII/03/21-22/14 Dtd 04-02-2022Tender 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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WBM Grading 3
Using crushable screening such as moorum gravel for Gr.III
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.
A) By Manual Means
148.32
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-
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
(i) Private Land
Qty. as per Statement No. - 1
7166.51
-
-
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WBM Grading 3
Using crushable screening such as moorum gravel for Gr.III
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.
A) By Manual Means
286.88
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-
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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
573.75
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-
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Brick masonary work in Cement mortar 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications clauses 602, 603,604,1202 & 1204
28.32
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-
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Filling in foundation trenches as per drawing and technical specification clause 305.3.9
36
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-
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Stone masonry work in cement mortar in foundation complete as per
drawing and technical specifications Clauses 702, 704, 1202 & 1203.
III Random Rubble Masonry
In cement mortar 1:4
30.46
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-
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (I) PCC Grade M-15, Nominal Mix
4.38
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-
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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
284.58
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-
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Earth work in excavation for foundation of structure up to 3m depth as per drawing and technical specification Clause1140 including setting out construction of shoring and bracing , removal of stumps and other deleterious matter, dressing of sides and bottom and backing filling with approved materials . . I) Ordinary Soil (i) Upto 3m.
36
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-
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Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (ii)RCC Grade M20, Nominal Mix
7.5
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-
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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
106.8
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-
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Brick masonary work in Cement mortar 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications clauses 602, 603,604,1202 & 1204
37.75
-
-
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WBM Grading 3
Using crushable screening such as moorum gravel for Gr.III
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.
A) By Manual Means
273.47
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Fillling in foundation trenches as per drawing and technical specification Clause
305.3.9
I Sand filling
630.4
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-
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Bedding for pipe. II) Type – B (1st class bedding) ii) Granular material
7.88
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-
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork I) RCC Grade M20, Nominal Mix height upto 5.00 mtr.
5.41
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-
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Removing all type Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry work as per Technical Specification Clause 202.B. Above 600 - 900mm dia Hume pipe culverts
37.5
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-
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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
413.29
-
-
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Providing and lying reinforcement cement concrete pipe NP-3 for culvert on 1st class bedding of granular materials in single row including fixed in collar with cement mortar 1:2.But excluding excavation protection work back filling concrete and masonry work in head wall and parapets clause 1106. (B) 600m dia
37.5
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-
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RCC Guard Post: 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.
(b) 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
74
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification i) Sandy material
30
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-
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Earth work in excavation for foundation of structure up to 3m depth as per drawing and technical specification Clause1140 including setting out construction of shoring and bracing , removal of stumps and other deleterious matter, dressing of sides and bottom and backing filling with approved materials . . I) Ordinary Soil (i) Upto 3m.
36
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-
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WBM Grading -II
Using crushable screening such as moorum gravel for Gr.III
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 2 as per Technical Specification Clause 405.
A) By Manual Means
82.23
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-
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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
8
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-
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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
247.2
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Direction and Place Identification signs with size more than 0.9 sqm size board
A) Retro-reflectorised Traffic Signs
(I) 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 exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. 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 approved drawing and Technical Specification Clause 1701
9.3
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-
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. II) RCC Grade M15, Nominal Mix
15.67
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-
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Brick masonary work in Cement mortar 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications clauses 602, 603,604,1202 & 1204
21.73
-
-
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Providing and lying reinforcement cement concrete pipe NP-3 for culvert on 1st class bedding of granular materials in single row including fixed in collar with cement mortar 1:2.But excluding excavation protection work back filling concrete and masonry work in head wall and parapets clause 1106. (B) 600m dia
52.5
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Excavation in Ordinary Soil
(iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
877.06
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-
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Bedding for pipe. II) Type – B (1st class bedding) ii) Granular material
13.75
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-
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Filling in foundation trenches as per drawing and technical specification clause 305.3.9
36
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-
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
i) By Manual Means
A) In area of non-thorny jungle
2.9
-
-
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WBM Grading 3
Using crushable screening such as moorum gravel for Gr.III
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.
A) By Manual Means
247.97
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-
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Plastering with cement mortar 1:4, 15mm thick on brick work in sub-structure as per technical specification clause No. 613.4 & 1204
155.06
-
-
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WBM Grading 3
Using crushable screening such as moorum gravel for Gr.III
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.
A) By Manual Means
204.81
-
-
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause No. 802, 803, 1202 & 1203A. With crushed stone II) P.C.C. Grade M 10 (i) Nominal mix 1:3:6
16.07
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-
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Brick masonary work in Cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications clauses 600, 1202 & 1203
69.12
-
-
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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 p g 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
21571.95
-
-
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Providing & Laying Reinforced Cement Concrete Pipe NP3 for culverts on first class bedding of Granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets Clause 1106.1000mm dia Pipe
22.5
-
-
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WBM Grading 3
Using crushable screening such as moorum gravel for Gr.III
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.
A) By Manual Means
142.29
-
-
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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
455.78
-
-
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Filling in foundation trenches as per drawing and technical specification clause 305.3.9
17.07
-
-
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Removing all type Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry work as per Technical Specification Clause 202.B. Above 600 - 900mm dia Hume pipe culverts
35
-
-
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Earth work in excavation for foundation of structure up to 3m depth as per drawing and technical specification Clause1140 including setting out construction of shoring and bracing , removal of stumps and other deleterious matter, dressing of sides and bottom and backing filling with approved materials . . I) Ordinary Soil (i) Upto 3m.
133.58
-
-
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Plastering with cement mortar 1:4, 15mm thick on brick work in sub-structure as per technical specification clause No. 613.4 & 1204
114.12
-
-
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Providing & Laying Reinforced Cement Concrete Pipe NP3 for culverts on first class bedding of Granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets Clause 1106.1000mm dia Pipe
30
-
-
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Filling in foundation trenches as per drawing and technical specification clause 305.3.9
22.76
-
-
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Earth work in excavation for foundation of structure up to 3m depth as per drawing and technical specification Clause1140 including setting out construction of shoring and bracing , removal of stumps and other deleterious matter, dressing of sides and bottom and backing filling with approved materials . . I) Ordinary Soil (i) Upto 3m.
95.42
-
-
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(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.(ii) (II) With dewatering (I) Upto 3.0m depth
32.75
-
-
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Removing all types of Hume pipes and stacking within a lead of 1000 m
including Earthwork and Dismantling of Masonry Works as per Technical
Specification Clause 202.
(c)Above 900 mm dia Hume pipe
15
-
-
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Earth work in cushing (Construction of subgrade and earthen shoulders with approved material obtained
from borrow pits with all lifts and leads, transporting to site, spreading, grading to
required slope and compacted to meet requirement of Table 300.2 with lead upto
1000 m as per Technical Specification Clause 303.1.
308.7
-
-
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Plastering with cement mortar 1:4, 15mm thick on brick work in sub-structure as per technical specification clause No. 613.4 & 1204
116.29
-
-
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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
35
-
-
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Filling in foundation trenches as per drawing and technical specification clause 305.3.9
50.4
-
-
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Stone masonry in cement mortar for substructure complete as per drawing
& technical specification Clauses 702, 704, 1202 and 1204
III Random rubble masonry
In 1:4 cement mortar
15.2
-
-
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WBM Grading 3
Using crushable screening such as moorum gravel for Gr.III
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.
A) By Manual Means
198.86
-
-
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Providing and lying reinforcement cement concrete pipe NP-3 for culvert on 1st class bedding of granular materials in single row including fixed in collar with cement mortar 1:2.But excluding excavation protection work back filling concrete and masonry work in head wall and parapets clause 1106. (B) 600m dia
37.5
-
-
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Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a)With TATA make TMT CRS (Fe500 grade) rebar
2.16
-
-
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Earth work in excavation for foundation of structure up to 3m depth as per drawing and technical specification Clause1140 including setting out construction of shoring and bracing , removal of stumps and other deleterious matter, dressing of sides and bottom and backing filling with approved materials . . I) Ordinary Soil (i) Upto 3m.
100.19
-
-
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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
324.97
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause No. 802, 803, 1202 & 1203A. With crushed stone II) P.C.C. Grade M 10 (i) Nominal mix 1:3:6
21.42
-
-
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Brick masonary work in Cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications clauses 600, 1202 & 1203
51.84
-
-
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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.
190
-
-
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Construction of Subgrade and Earthen shoulders with approved materials (minimum CBR value 6) obtained from borrow pits with all Lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 300.2 with lead upto 1000 m as per Technical specification clause 303.1 Private land
117
-
-
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Single bamboo palasiding / walling of whole 2nd class bamboo (Jati or Bethua) 75mm dia and closely packed & driven including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing brush wood as per drawing and technical specifications Clause 1302.5
Driven at least 900 mm below ground and 900 mm above ground on average
30
-
-
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Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (I)PCC Grade M 15 Nominal Mix
10.1
-
-
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Compacting Original Ground
(i) Compacting original ground supporting embankment
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
1300.5
-
-
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Brick masonary work in Cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications clauses 600, 1202 & 1203
32.49
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause No. 802, 803, 1202 & 1203A. With crushed stone II) P.C.C. Grade M 10 (i) Nominal mix 1:3:6
6.3
-
-
... More
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
a) Including Edge block/ Edge restraints
33673.88
-
-
... More
WBM Grading 3
Using crushable screening such as moorum gravel for Gr.III
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.
A) By Manual Means
162.48
-
-
... More
Removing all type Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry work as per Technical Specification Clause 202.B. Above 600 - 900mm dia Hume pipe culverts
37.5
-
-
... More
Construction of Subgrade and Earthen shoulders with approved materials (minimum CBR value 6) obtained from borrow pits with all Lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 300.2 with lead upto 1000 m as per Technical specification clause 303.1 Private land
156
-
-
... More
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. iii)RCC Grade M20, Nominal Mix
4.69
-
-
... 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
164.45
-
-
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