Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date22 Feb 2024
Closing Date8 Mar 2024
Tender Amount₹ 1,97,83,000
Costs
EMD
₹ 3,96,000Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_36452_14Bid Award Id
ViewTender No
CE/maint/MMPPNA/01/2023-24/23Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
Excavation for structures
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, constructing of shoring and bracing, removal of slumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material.
I ) In ordinary soil A) Manual Means
(b) Depth up to 3.00 m ( with dewatering )
487.63
-
127.69
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
36
-
2596.06
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10. Nominal mix 1:3:6
24
-
6036.57
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
21.1
-
53724.27
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
(E) RCC Grade M20
(a) Height upto 5m
176
-
7480.6
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
200
-
205.66
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (B) sandy materials
12
-
1498.38
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on amild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 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
1
-
3933.19
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on amild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iii)60cm circular
1
-
5346.09
Gotanagar Nizarapar Path (From Ch 0 .00m to 420.00m)
Dismantling of structure
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unservicable materials with all lifts and lead upto 1000m.
By Manual Means I)B) cement concrete
82.5
-
449.18
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
162
-
524.89
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
165.94
-
3166.87
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 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming, requisite type of screening/binding materials to fill up the intersectices of coarse aggregate, watering and compacting to the required density ( with an initial lead of 5.0km)A) By Manual Means (ii) for grading-III Material
82.97
-
4294.02
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.(b)Excluding Edge block/ Edge restraints
1106.25
-
941.4
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per
Technical Specification Clause 412
375
-
717.66
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. PCC M30 Grade
46.88
-
7311.1
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2
60
-
1642.91
Excavation for structures
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, constructing of shoring and bracing, removal of slumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material.
I ) In ordinary soil A) Manual Means
(b) Depth up to 3.00 m ( with dewatering )
176.85
-
127.69
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. 1.Ordinary soil A.Manual Means (I) Without dewatering
120.75
-
137.86
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) upto 3 m depth Ordinary soil A. Manual Means (I) Without dewatering
9
-
135.6
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
129.75
-
67.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
24.6
-
2596.06
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10. Nominal mix 1:3:6
8.7
-
6036.57
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
(A)With crushed Stone
.'PCC Grade M15
7.7
-
5935.66
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed Stone,II P.C.C. grade M 20,i) Nominal mix (1:2:4)
5.1
-
7048.83
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
12.02
-
53724.27
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
2.52
-
65217.95
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification steel shuttering formwork.
(E)R.C.C. Grade M20 (a) Height upto 5m
34.65
-
7402.63
Plain/Reinforced cement concrete, in open foundation complete
as per drawing and technical specification including steel
shuttering formwork. (C ) RCC Grade M20 (i) Using concrete mixer
36
-
6999.22
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
(E) RCC Grade M20
(a) Height upto 5m
52.8
-
7480.6
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser case-I. Using Concrete mixer
IV. RCC Grade M-20.
11.73
-
7072.9
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
236
-
205.66
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (B) sandy materials
37.2
-
1498.38
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular Material
10.5
-
1487.19
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on amild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 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
2
-
3933.19
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on amild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iii)60cm circular
2
-
5345.8
Ramkrishna Path (Part-I) (Near Wholesale Market), Ahom Gaon (From Ch 0 .00m to 220.00m)
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
132
-
3166.87
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 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming, requisite type of screening/binding materials to fill up the intersectices of coarse aggregate, watering and compacting to the required density ( with an initial lead of 5.0km)A) By Manual Means (ii) for grading-III Material
66
-
4294.02
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.(b)Excluding Edge block/ Edge restraints
880
-
941.4
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. PCC M30 Grade
8.8
-
7311.1
Excavation for structures
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, constructing of shoring and bracing, removal of slumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material.
I ) In ordinary soil A) Manual Means
(b) Depth up to 3.00 m ( with dewatering )
536.25
-
127.69
Removal of Unsuitable Soil with Disposal upto 1000 metres (Removal of Unsuitable soil including excavation, loading and disposal upto 1000 metres lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil,which shall be paid separately as per clause 303.5.2 as per technical specification clause 302.3.11
7.2
-
67.8
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. Ordinary soil A. Manual Means (I) Without dewatering i) upto 3 m depth
6.22
-
135.6
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
41.4
-
2596.06
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10. Nominal mix 1:3:6
27.6
-
6036.57
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
24.5
-
53724.27
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
(E) RCC Grade M20
(a) Height upto 5m
193.6
-
7480.6
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser case-I. Using Concrete mixer
IV. RCC Grade M-20.
9.38
-
7072.9
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
220
-
205.66
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (B) sandy materials
13.2
-
1498.38
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular Material
8.4
-
1487.19
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on amild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 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
2
-
3933.19
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on amild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iii)60cm circular
2
-
5345.8
Udaygiri Path between Boragaon and Goshala (From Ch 0.00m to 4800.00m)
Dismantling of structure
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unservicable materials with all lifts and lead upto 1000m.
By Manual Means I)B) cement concrete
42.38
-
449.18
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. II) Ordinary rock (not requiring blasting) depth upto 3.00m
245.25
-
206
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
306.9
-
3166.87
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 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming, requisite type of screening/binding materials to fill up the intersectices of coarse aggregate, watering and compacting to the required density ( with an initial lead of 5.0km)A) By Manual Means (ii) for grading-III Material
153.5
-
4294.02
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. PCC M30 Grade
306.9
-
7311.1
Excavation for structures
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, constructing of shoring and bracing, removal of slumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material.
I ) In ordinary soil A) Manual Means
(b) Depth up to 3.00 m ( with dewatering )
102.79
-
127.69
Removal of Unsuitable Soil with Disposal upto 1000 metres (Removal of Unsuitable soil including excavation, loading and disposal upto 1000 metres lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil,which shall be paid separately as per clause 303.5.2 as per technical specification clause 302.3.11
24.75
-
67.8
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. Ordinary soil A. Manual Means (I) Without dewatering i) upto 3 m depth
24.75
-
135.6
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
5.63
-
2596.06
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10. Nominal mix 1:3:6
18.31
-
6036.57
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
6.46
-
53724.27
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
(E) RCC Grade M20
(a) Height upto 5m
34
-
7480.6
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser case-I. Using Concrete mixer
IV. RCC Grade M-20.
26.21
-
7072.9
Supplying fitting and fixing M S grill/channels and RSJoists with fabrication as per drawing and technical specification etc. as directed.
1465.38
-
124.3
Painting on Steel Surfaces Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
45
-
79.55
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
170
-
205.66
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (B) sandy materials
10.2
-
1498.38
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular Material
23.63
-
1487.19
Brick Soling
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
127.5
-
2596.06
Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding
1.93
-
1558.04
Brik 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)
16.76
-
7450.77
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. B)1000mm dia.
5
-
7787.85
Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification
27.63
-
146.41
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on amild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 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
2
-
3933.19
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on amild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iii)60cm circular
2
-
5345.8
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