Public Works Roads Department Tender
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Costs
EMD
₹ 4,00,000Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_39820_79Tender No
CE/DEV/TB/213/2024-25/04 Dtd. Guwahati, 20th September, 2024Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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BOQ Items
Construction of subgrade and earthen shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1.(i) Private Land
492.86
339
-
Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method 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
683.66
2884
-
Water Bound Macadam Sub-base/base
WBM Grading 3
Using Stone Screening Type -B 11.2mm 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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
341.83
4629
-
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
4557.75
1161
-
Traffic Signs B.Semi Reflective Traffic Signs : Providing and fixing of semi reflective cautionary, mandatory and informatory sign as per IRC:67 made of 1.5mm thick Sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm 12 SWG sheet tube 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 1701.2.2
(ii) 600mm Equilateral Triangle
9
3346
-
Traffic Signs B.Semi Reflective Traffic Signs : Providing and fixing of semi reflective cautionary, mandatory and informatory sign as per IRC:67 made of 1.5mm thick Sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm 12 SWG sheet tube 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 1701.2.2
(iii) 600mm Circular
5
4322
-
Direction and Place Identification signs with size upto 0.9 sqm size board.
B.Rectro-reflectorised Traffic Signs
Providing and erecting direction and place identification of semi reflective sign boards as per IRC:67 made of 2mm thick M.S Sheet duly stove ename;ed paint in white in front and gray colour on back with red reflective border of 70mm width and required message,letters and figures with reflective engineering grade tape as per MORD Specifications of required shade and colour supported and welded on 47mm x 47mm 12 SWG sheet tube of 3050 mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back 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
4.5
10068
-
HP Culvert 600mm dia
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
66.4
127
-
PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109
4.4
6036
-
Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii) Granular bedding
7.05
1558
-
Brick masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100(in prop. 1:4)
30
7451
-
Providing and 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 masonry works in head walls and parapets Clause 1106. C) 600 mm dia.
25
3272
-
Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification
36.65
146
-
ROAD NO.2: DULIA TE (Length = 1.00 Km)
Clearing and Grubbing Road Land 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
0.1
52055
-
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
5
440
-
Construction of Embankment with Material Obtained from Borrow Pits
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
2227.18
258
-
Construction of subgrade and earthen shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1.(i) Private Land
470
339
-
Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method 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
495
2884
-
Water Bound Macadam Sub-base/base
WBM Grading 3
Using Stone Screening Type -B 11.2mm 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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
229.5
4629
-
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
3060
1161
-
Traffic Signs B.Semi Reflective Traffic Signs : Providing and fixing of semi reflective cautionary, mandatory and informatory sign as per IRC:67 made of 1.5mm thick Sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm 12 SWG sheet tube 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 1701.2.2
(ii) 600mm Equilateral Triangle
7
3346
-
Traffic Signs B.Semi Reflective Traffic Signs : Providing and fixing of semi reflective cautionary, mandatory and informatory sign as per IRC:67 made of 1.5mm thick Sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm 12 SWG sheet tube 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 1701.2.2
(iii) 600mm Circular
5
4322
-
Direction and Place Identification signs with size upto 0.9 sqm size board.
B.Rectro-reflectorised Traffic Signs
Providing and erecting direction and place identification of semi reflective sign boards as per IRC:67 made of 2mm thick M.S Sheet duly stove ename;ed paint in white in front and gray colour on back with red reflective border of 70mm width and required message,letters and figures with reflective engineering grade tape as per MORD Specifications of required shade and colour supported and welded on 47mm x 47mm 12 SWG sheet tube of 3050 mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back 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
6.3
10068
-
For 600mm dia HPC: Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
13.28
127
-
PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109
0.88
6036
-
Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii) Granular bedding
1.41
1558
-
Brick masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100(in prop. 1:4)
6
7451
-
Providing and 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 masonry works in head walls and parapets Clause 1106. C) 600 mm dia.
5
3272
-
Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification
7.33
146
-
Cross Drainage Works- Proposed 2x2 BOX Cell CD Excavation for Structures
(Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 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) -Ordinary Soil-upto 3.00m depth
447.46
129
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203.With crushed Stone-PCC Grade M15 (Nominal Mix)
41.12
5994
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.With crushed Stone-PCC Grade M20 (Nominal Mix)
30.14
6777
-
Plain/Reinforced concrete in open foundations complete as per drawing and technical specification including steel shuttering formwork -With Crushed Stone - RCC Grade M25 (Nominal Mix)
22.17
7666
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.With Crushed Stone - RCC Grade M25 -Height upto 5.00m
115
8128
-
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 face. Complete as per drawing and Technical specification.
110
136
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification -Granular Material
237.09
1512
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.
62.58
2108
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructure complete as per drawings and technical specifications Clauses 1002 ,1005, 1010 & 1202
12.35
64785
-
Construction of RCC railing of M25 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm as per drawing and Technical Specifications Clauses 800,900 and 1208.3
38.4
2810
-
Drainage Spouts complete as per drawing and technical specification Clause 1209
4
1905
-
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