Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date8 Feb 2024
Closing Date13 Feb 2024
Tender Amount₹ 1,54,10,000
Costs
EMD
₹ 3,08,000Document Cost
₹ 3,100Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_PWD_36055_1Bid Award Id
ViewTender No
MMPPNA-Guwahati-5Works(RB)Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
WBM Grading 3 Using stone sceening 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 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.
62.86
-
4294.03
Interlocking concrete block pavement Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504. A) Including Edge block/ Edge restraints
838.13
-
1161.08
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203'(I)RCC Grade M20 (Nominal mix (1:2:4)
3
-
7402.63
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary producer: TATA/ SAIL/ Esser Steel/ Jindal Steel/ Shyam steel/ RINL) in foundation complete as per drawing and technical specifications Clauses 1000 and 1202
0.49
-
53724.27
Guard Wall
Earth work in excavation of foundation of 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 50m, dressing of sides and bottom and backfilling with approved material. I.Without Dewatering
37.2
-
137.86
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
37.2
-
253.01
Providing and laying of dry rubble floorig complete as per drawings and technical specifications clause 1303.3
2.78
-
2596.07
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.)
1.85
-
5935.67
Stone Masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600, 1202 & 1203 in 1:4 cement mortar
12.8
-
6348.01
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
10
-
205.66
Plastering with cement morter(1:4) 15 mm thick on brick work in sub structure as per technical specification.
24
-
146.42
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Granular material
10.58
-
1498.38
Guard Wall
Earth work in excavation of foundation of 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 50m, dressing of sides and bottom and backfilling with approved material. I.Without Dewatering
21
-
137.86
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
21
-
253.01
Providing and laying of dry rubble floorig complete as per drawings and technical specifications clause 1303.3
1.95
-
2596.07
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.)
1.3
-
5935.67
Stone Masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600, 1202 & 1203 in 1:4 cement mortar
7
-
6348.01
Loading and Unloading by manual means B) stone aggregates
7
-
128.6
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
10
-
205.66
Plastering with cement morter(1:4) 15 mm thick on brick work in sub structure as per technical specification.
24
-
146.42
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Granular material
7.43
-
1498.38
Guard Wall
Earth work in excavation of foundation of 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 50m, dressing of sides and bottom and backfilling with approved material. I.Without Dewatering
49.93
-
137.86
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
49.93
-
253.01
Providing and laying of dry rubble floorig complete as per drawings and technical specifications clause 1303.3
6.75
-
2596.07
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.)
4.5
-
5935.67
Stone Masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600, 1202 & 1203 in 1:4 cement mortar
25.14
-
6348.01
Loading and Unloading by manual means B) stone aggregates
25.14
-
128.6
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
34.87
-
205.66
Plastering with cement morter(1:4) 15 mm thick on brick work in sub structure as per technical specification.
42.8
-
146.42
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Granular material
21.4
-
1498.38
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary producer: TATA/ SAIL/ Esser Steel/ Jindal Steel/ Shyam steel/ RINL) in foundation complete as per drawing and technical specifications Clauses 1000 and 1202
1.75
-
53724.27
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203'(I)RCC Grade M20 (Nominal mix (1:2:4)
8.84
-
7402.63
Providing, fitting and fixing of MS channels and RS joist over footpath, drain as drain cover and approach slab including welded the channel and placed over joists including all labour and transporatation etc. As per drawing and technical specifications
3103.68
-
101.7
Providing & fixing of 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 8 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 801i) 600 mm equilateral triangle
2
-
3933.2
Providing & fixing of 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 8 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 801ii) 600mm circular
2
-
5345.81
Routine Maintenance for 1st Year ( Rate quoted at Col. 13 by bidder should be same as mentioned at Col. 6 )
0.16
-
36167
Routine Maintenance for 2nd Year ( Rate quoted at Col. 13 by bidder should be same as mentioned at Col. 6 )
0.16
-
41251
Routine Maintenance for 3rd Year ( Rate quoted at Col. 13 by bidder should be same as mentioned at Col. 6 )
0.06
-
144427
Routine Maintenance for 4th Year ( Rate quoted at Col. 13 by bidder should be same as mentioned at Col. 6 )
0.1
-
179142
ii) Improvement of Samannay path :
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
113.1
-
253.01
Dismantling of existing structure of Structures (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 unserviceable material and stacking the serviceable material with all lifts and lead )
Rubble Masonry
50
-
207.36
Dismantling of existing structure of Structures (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 unserviceable material and stacking the serviceable material with all lifts and lead )
ii) By Mechanical Means
6.25
-
708.51
Construction of subgrade and earthen shoulders with approved material obtained from borrow pitrs with all lifts and leads, transporting to site,spreading,grading to required slope and compacted to meet requirement of table 300.2 with a lead upto 1000 m. as per technical specification clause 303.1 (a)From Private land
169.65
-
508.05
Granular Sub -base with Well Graded Material (Table 400.1) 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
84.83
-
3166.88
WBM Grading 2 Using stone sceening Type- B 13.2mm 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 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.
42.41
-
4262.41
WBM Grading 3 Using stone sceening 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 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.
42.41
-
4294.03
Prime coat (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.)
565.5
-
48.93
Tack Coat Providing and applying tack coat with Bitumen emulsion (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.
565.5
-
13.34
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 carriage of mixed materialswith all leads and lifts from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)
I. With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification)
B. with Polymer modified bitumen 70
i. for Grading-I ( 19 mm nominal size )
22.62
-
10754.51
CC Drain
Earth work in excavation of foundation of 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 50m, dressing of sides and bottom and backfilling with approved material. I.Without Dewatering
187.5
-
127.69
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
187.5
-
253.01
Providing and laying of dry rubble floorig complete as per drawings and technical specifications clause 1303.3
23.63
-
2596.07
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.)
11.81
-
5588.98
Stone Masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600, 1202 & 1203 in 1:4 cement mortar
82.5
-
5739.5
Sand filling in foundation trenches as per drawing and technical specifications
16.88
-
1644.27
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
75
-
205.66
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary producer: TATA/ SAIL/ Esser Steel/ Jindal Steel/ Shyam steel/ RINL) in foundation complete as per drawing and technical specifications Clauses 1000 and 1202
0.29
-
53724.27
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203'(I)RCC Grade M20 (Nominal mix (1:2:4)
1.69
-
7402.63
Plastering with cement morter(1:4) 15 mm thick on brick work in sub structure as per technical specification.
330
-
146.42
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Granular material
60
-
1822.69
CC Drain
Earth work in excavation of foundation of 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 50m, dressing of sides and bottom and backfilling with approved material. I.Without Dewatering
32.38
-
127.69
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
32.38
-
253.01
Providing and laying of dry rubble floorig complete as per drawings and technical specifications clause 1303.3
1.73
-
2596.07
Providing plain / reinforced cement concrete in open foundations complete as per drawings & technical specifications clause 802, 803, 1202 & 1203. (A) With crushed stonel. (IV) PCC Grade M-10
1.15
-
6036.58
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary producer: TATA/ SAIL/ Esser Steel/ Jindal Steel/ Shyam steel/ RINL) in foundation complete as per drawing and technical specifications Clauses 1000 and 1202
0.69
-
53724.27
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203'(I)RCC Grade M20 (Nominal mix (1:2:4)
7.18
-
7402.63
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
8
-
205.66
Sand filling in foundation trenches as per drawing and technical specifications
2.13
-
1644.27
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Granular material
6
-
1498.38
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary producer: TATA/ SAIL/ Esser Steel/ Jindal Steel/ Shyam steel/ RINL) in foundation complete as per drawing and technical specifications Clauses 1000 and 1202
0.63
-
53724.27
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203'(I)RCC Grade M20 (Nominal mix (1:2:4)
5.63
-
7402.63
Stone Masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600, 1202 & 1203 in 1:4 cement mortar
24
-
5739.5
Routine Maintenance for 1st Year ( Rate quoted at Col. 13 by bidder should be same as mentioned at Col. 6 )
0.15
-
36167
Routine Maintenance for 2nd Year ( Rate quoted at Col. 13 by bidder should be same as mentioned at Col. 6 )
0.15
-
41251
Routine Maintenance for 3rd Year ( Rate quoted at Col. 13 by bidder should be same as mentioned at Col. 6 )
0.15
-
144427
Routine Maintenance for 4th Year ( Rate quoted at Col. 13 by bidder should be same as mentioned at Col. 6 )
0.15
-
179142
iii) 2 No. Bhabanipur to Shiva Mandir :
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
400.68
-
253.01
Construction of subgrade and earthen shoulders with approved material obtained from borrow pitrs with all lifts and leads, transporting to site,spreading,grading to required slope and compacted to meet requirement of table 300.2 with a lead upto 1000 m. as per technical specification clause 303.1 (a)From Private land
191.4
-
339.68
Granular Sub -base with Well Graded Material (Table 400.1) 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
189.23
-
3166.88
WBM Grading 3 Using stone sceening 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 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.
94.61
-
4294.03
Interlocking concrete block pavement Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504. A) Including Edge block/ Edge restraints
1261.5
-
1161.08
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203'(I)RCC Grade M20 (Nominal mix (1:2:4)
3.3
-
7402.63
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary producer: TATA/ SAIL/ Esser Steel/ Jindal Steel/ Shyam steel/ RINL) in foundation complete as per drawing and technical specifications Clauses 1000 and 1202
0.54
-
53724.27
Guard Wall
Earth work in excavation of foundation of 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 50m, dressing of sides and bottom and backfilling with approved material. I.Without Dewatering
709.8
-
137.86
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
709.8
-
253.01
Providing and laying of dry rubble floorig complete as per drawings and technical specifications clause 1303.3
65.91
-
2596.07
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.)
43.94
-
5935.67
Stone Masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600, 1202 & 1203 in 1:4 cement mortar
236.6
-
6348.01
Loading and Unloading by manual means B) stone aggregates
236.6
-
128.6
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
338
-
205.66
Plastering with cement morter(1:4) 15 mm thick on brick work in sub structure as per technical specification.
811.2
-
146.42
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Granular material
251.13
-
1498.38
Guard Wall
Earth work in excavation of foundation of 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 50m, dressing of sides and bottom and backfilling with approved material. I.Without Dewatering
65.84
-
137.86
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
65.84
-
253.01
Providing and laying of dry rubble floorig complete as per drawings and technical specifications clause 1303.3
8.9
-
2596.07
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.)
5.94
-
5935.67
Stone Masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600, 1202 & 1203 in 1:4 cement mortar
33.15
-
6348.01
Loading and Unloading by manual means B) stone aggregates
33.15
-
128.6
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
45.98
-
205.66
Plastering with cement morter(1:4) 15 mm thick on brick work in sub structure as per technical specification.
56.43
-
146.42
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Granular material
28.21
-
1498.38
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary producer: TATA/ SAIL/ Esser Steel/ Jindal Steel/ Shyam steel/ RINL) in foundation complete as per drawing and technical specifications Clauses 1000 and 1202
1.46
-
53724.27
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203'(I)RCC Grade M20 (Nominal mix (1:2:4)
11.66
-
7402.63
Providing, fitting and fixing of MS channels and RS joist over footpath, drain as drain cover and approach slab including welded the channel and placed over joists including all labour and transporatation etc. As per drawing and technical specifications
4092.55
-
101.7
Providing & fixing of 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 8 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 801i) 600 mm equilateral triangle
1
-
3933.2
Providing & fixing of 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 8 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 801ii) 600mm circular
1
-
5345.81
Routine Maintenance for 1st Year ( Rate quoted at Col. 13 by bidder should be same as mentioned at Col. 6 )
0.21
-
36167
Routine Maintenance for 2nd Year ( Rate quoted at Col. 13 by bidder should be same as mentioned at Col. 6 )
0.21
-
41251
Routine Maintenance for 3rd Year ( Rate quoted at Col. 13 by bidder should be same as mentioned at Col. 6 )
0.08
-
144427
Routine Maintenance for 4th Year ( Rate quoted at Col. 13 by bidder should be same as mentioned at Col. 6 )
0.12
-
179142
iv) Open brick drain at Madhuban path
Granular Sub -base with Well Graded Material (Table 400.1) 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
51.45
-
3166.88
WBM Grading 3 Using stone sceening 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 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.
25.73
-
4294.03
Interlocking concrete block pavement Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504. A) Including Edge block/ Edge restraints
343
-
1161.08
Brick Masonry Drain
Earth work in excavation of foundation of 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 50m, dressing of sides and bottom and backfilling with approved material. I. Ordinary soil upto 3 m depth
49
-
81.36
Laying brick soling layer on prepared subgrade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25mm thick layer of earth over brick soling, watering and rolling the same with three wheel road roller 80-100 KN as per technical specification clause 412
68.6
-
416.65
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.)
14.31
-
6377.72
Brick msonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 ii) In 1:4 cement mortar
29.4
-
9023.05
Plastering with cement morter(1:4) 15 mm thick on brick work in sub structure as per technical specification.
264.6
-
160.46
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
98
-
224.87
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Granular material
7.35
-
1604.6
Routine Maintenance for 1st Year ( Rate quoted at Col. 13 by bidder should be same as mentioned at Col. 6 )
0.1
-
34629
Routine Maintenance for 2nd Year ( Rate quoted at Col. 13 by bidder should be same as mentioned at Col. 6 )
0.1
-
35722
Routine Maintenance for 3rd Year ( Rate quoted at Col. 13 by bidder should be same as mentioned at Col. 6 )
0.1
-
104608
Routine Maintenance for 4th Year ( Rate quoted at Col. 13 by bidder should be same as mentioned at Col. 6 )
0.1
-
128313
v) Gopal Krishna Path
Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)
850
-
7.35
Granular Sub -base with Well Graded Material (Table 400.1) 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
45.95
-
3166.88
WBM Grading 3 Using stone sceening 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 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.
68.85
-
4294.03
Interlocking concrete block pavement Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504. A) Including Edge block/ Edge restraints
918
-
1161.08
Routine Maintenance for 1st Year ( Rate quoted at Col. 13 by bidder should be same as mentioned at Col. 6 )
0.17
-
34629
Routine Maintenance for 2nd Year ( Rate quoted at Col. 13 by bidder should be same as mentioned at Col. 6 )
0.17
-
35722
Routine Maintenance for 3rd Year ( Rate quoted at Col. 13 by bidder should be same as mentioned at Col. 6 )
0.17
-
104608
Routine Maintenance for 4th Year ( Rate quoted at Col. 13 by bidder should be same as mentioned at Col. 6 )
0.17
-
128313
vi) Arunodoi Path
Earth work in excavation of foundation of 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 50m, dressing of sides and bottom and backfilling with approved material. I.Without Dewatering
135
-
137.86
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
135
-
253.01
Granular Sub -base with Well Graded Material (Table 400.1) 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
67.5
-
3166.88
WBM Grading 3 Using stone sceening 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 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.
33.75
-
4294.03
Interlocking concrete block pavement Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504. A) Including Edge block/ Edge restraints
450
-
1161.08
Routine Maintenance for 1st Year ( Rate quoted at Col. 13 by bidder should be same as mentioned at Col. 6 )
0.09
-
34629
Routine Maintenance for 2nd Year ( Rate quoted at Col. 13 by bidder should be same as mentioned at Col. 6 )
0.09
-
35722
Routine Maintenance for 3rd Year ( Rate quoted at Col. 13 by bidder should be same as mentioned at Col. 6 )
0.09
-
104608
Routine Maintenance for 4th Year ( Rate quoted at Col. 13 by bidder should be same as mentioned at Col. 6 )
0.09
-
128313
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