Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date20 Jan 2024
Closing Date5 Feb 2024
Tender Amount₹ 2,63,68,000
Costs
EMD
₹ 5,27,000Document Cost
₹ 5,300Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_35616_2Bid Award Id
ViewTender No
CE/CW/40/23-24/1_MMPPNA_CITYTender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling refilling, compaction compaction of backfilling backfilling and stacking stacking of serviceable serviceable material material by manual means with all lifts as per Technical Specification Clause 201. vi Girth above 4500 mm
9
-
10189.32
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 200 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5
A) Manual Means
225
-
1111.92
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 comp g actin 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
7679.44
-
258.21
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
4775.55
-
339.68
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
398.44
-
2840.82
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 (Rate as per analysis)
239.06
-
4583.37
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) Including Edge block/ Edge restraints
3187.5
-
1161.08
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 a mild 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
8
-
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 a mild 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) 600mm circular
4
-
5345.8
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure
1700.1
1
-
24845.31
Construction of HPC NP-3 1000mm :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.
143.67
-
127.69
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.With crushed Stone. P.C.C grade M 10.Nominal mix 1:3:6.
13.18
-
6036.57
(B) (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum as per Clause 1105 (ii) Laying (First Class) bedding on well compacted sand, moorum as per Clause
1105 (ii)
9.41
-
1315.32
Stone masonry work in cement mortar in foundation complete as per
drawing and technical specifications Clauses 702, 704, 1202 & 1203. In 1:4 cement mortar
89.06
-
4919
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. 1000 mm dia
25
-
7787.85
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in
substructure as per technical specification.
111.58
-
146.41
Construction of RCC Trapozodial 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 (A) Manual Means (I) Without dewatering (i) upto 3 m dep
440.95
-
127.69
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. 1) P.C.C grade M 10
Nominal mix 1:3:6
32.26
-
6036.57
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
4.93
-
63702.28
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (E) RCC Grade M20 (a) Height up to 5m
201.21
-
7402.63
Construction of Slab Cover : Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings
1.15
-
63702.28
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (E) RCC Grade M20 (a) Height up to 5m
9
-
7402.63
Maintenance work
1st year Routine Maintenance
(Rate to be quoted at Column 13 by bidder should be same as mentioned at Column 6)
0.83
-
39927.42
2nd year Routine Maintenance
(Rate to be quoted at Column 13 by bidder should be same as mentioned at Column 6)
0.83
-
46259.94
3rd year Routine Maintenance
(Rate to be quoted at Column 13 by bidder should be same as mentioned at Column 6)
0.83
-
60141.99
4th year Routine Maintenance
(Rate to be quoted at Column 13 by bidder should be same as mentioned at Column 6)
0.83
-
117503.05
Construction of road from (ii) Sonapur College to Jalukbari : Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. By Manual Means. (A).In area of light jungle.
0.12
-
52995.08
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 comp g actin 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
1960
-
258.21
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
1597.12
-
339.68
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
262.5
-
2840.82
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 (Rate as per analysis)
159.08
-
4583.37
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) Including Edge block/ Edge restraints
2121
-
1161.08
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 a mild 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 high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 7mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cx45cmx60cm below level as per approved drawing and sign.(All the steel work must be Tata /Sail/or any other approved brand. 80cmx 60cm rectangular.
2
-
7537.1
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
1
-
24845.31
RCC Drain & 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 dep
271.17
-
127.69
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. 1) P.C.C grade M 10
Nominal mix 1:3:6
19.84
-
6036.57
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
5.6
-
63702.28
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (E) RCC Grade M20 (a) Height up to 5m
144.45
-
7402.63
Construction of HPC NP-3 1000mm :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.
47.71
-
127.69
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.With crushed Stone. P.C.C grade M 10.Nominal mix 1:3:6.
2.71
-
6036.57
(B) (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum as per Clause 1105 (ii) Laying (First Class) bedding on well compacted sand, moorum as per Clause
1105 (ii)
4.71
-
1315.32
Stone masonry work in cement mortar in foundation complete as per
drawing and technical specifications Clauses 702, 704, 1202 & 1203. In 1:4 cement mortar
29.69
-
4919
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. 1000 mm dia
10
-
7787.85
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in
substructure as per technical specification.
37.18
-
146.41
Maintenance work
1st year Routine Maintenance
(Rate to be quoted at Column 13 by bidder should be same as mentioned at Column 6)
0.56
-
45117.51
2nd year Routine Maintenance
(Rate to be quoted at Column 13 by bidder should be same as mentioned at Column 6)
0.56
-
52273.8
3rd year Routine Maintenance
(Rate to be quoted at Column 13 by bidder should be same as mentioned at Column 6)
0.56
-
67960.46
4th year Routine Maintenance
(Rate to be quoted at Column 13 by bidder should be same as mentioned at Column 6)
0.56
-
132778.39
Construction of road from (iii) Erabari to Panacea : Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. By Manual Means. (A).In area of light jungle.
0.2
-
52995.08
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 comp g actin 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
1750
-
258.21
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
1426
-
339.68
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
236.72
-
2840.82
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 (Rate as per analysis)
142.03
-
4583.37
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) Including Edge block/ Edge restraints
1893.75
-
1161.08
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 a mild 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
4
-
3933.19
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 7mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cx45cmx60cm below level as per approved drawing and sign.(All the steel work must be Tata /Sail/or any other approved brand. 80cmx 60cm rectangular.
2
-
7537.1
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
1
-
24845.31
RCC Open Drain & 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 dep
214.32
-
127.69
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. 1) P.C.C grade M 10
Nominal mix 1:3:6
15.6
-
6036.57
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
4.17
-
63702.28
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (E) RCC Grade M20 (a) Height up to 5m
113.2
-
7402.63
Construction of HPC NP-3 1000mm :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.
47.51
-
127.69
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.With crushed Stone. P.C.C grade M 10.Nominal mix 1:3:6.
2.71
-
6036.57
(B) (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum as per Clause 1105 (ii) Laying (First Class) bedding on well compacted sand, moorum as per Clause
1105 (ii)
4.71
-
1315.32
Stone masonry work in cement mortar in foundation complete as per
drawing and technical specifications Clauses 702, 704, 1202 & 1203. In 1:4 cement mortar
29.51
-
4919
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. 1000 mm dia
10
-
7787.85
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification.
37.19
-
146.41
Maintenance work
1st year Routine Maintenance
(Rate to be quoted at Column 13 by bidder should be same as mentioned at Column 6)
0.5
-
45117.51
2nd year Routine Maintenance
(Rate to be quoted at Column 13 by bidder should be same as mentioned at Column 6)
0.5
-
52273.8
3rd year Routine Maintenance
(Rate to be quoted at Column 13 by bidder should be same as mentioned at Column 6)
0.5
-
67960.46
4th year Routine Maintenance
(Rate to be quoted at Column 13 by bidder should be same as mentioned at Column 6)
0.5
-
132778.39
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