Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date31 Jan 2024
Closing Date6 Feb 2024
Tender Amount₹ 4,12,67,000
Costs
EMD
₹ 8,25,000Document Cost
₹ 8,250Tender 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_35822_3Bid Award Id
ViewTender No
CE/DEV/TB/741/2023-24/11Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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.
Statement-3
9656.25
-
13.33
Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% 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.508. complete in all respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) With hydrated lime/cement as filler ( refer table 500-9 of
MoSRT&H specification)
(I)'with 60/70 or VG-30 grade bitumen
for GradingII(10 mm nominal size) Statement-4
241.41
-
10279.17
Providing Hump type speed breaker
BM
7.28
-
8815.72
Providing Hump type speed breaker
SDBC
2.43
-
10237.09
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications
(80% length of the Road is considered)
480
-
566.13
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications painting of speed breaker
48.56
-
566.13
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
600mm equilateral
10
-
6090.7
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
800 x 600 mm rectangular
6
-
7537.1
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
600mm Ciecular
10
-
5344.9
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
900 mm side octagon
2
-
9672.8
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
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
250
-
760.49
providing and fixing of Road stud 100mmx100mm size
500
-
619.81
(II)Construction of Lahdoigarh Road to Mehgarh Road Connecting Road from Ch. 0.00 m to 1400.00 m
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 1000m including removal and disposal of top organic soil not exceeding 150mm in thick ness as per Technical Specification Clause 201.0
i) By Manual Means
A) In area of non-thorny jungle
1.12
-
52995.08
Removing all types of Hume pipe and stacking within alead 1000mincludingearth work and dismantlingof masonary works.
(b) above 600 mm to 900 mm
25
-
257.19
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
(b)Rubble Stone Masonry in Cement Mortar
28.8
-
207.36
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I) Private Land
3393.55
-
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. Private Land
1245.79
-
339.68
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 Clause 401. II) For Grading II Material
669.38
-
2774.91
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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
(A) By Manual Means
401.63
-
4485.03
Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405. (3) Grading - III (Screening B). A) By Manual Means-
401.63
-
4508.52
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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
5355
-
39.78
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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
5355
-
13.33
Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% 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.508. complete in all respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.) 'With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification)
for Grading II (10 mm nominal size)
133.88
-
10343.51
Providing and fixing retro reflectorised cautionery, 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801.600mm equilateral triangle
8
-
3933.19
Providing and fixing retro reflectorised cautionery, 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801.600mm circular
2
-
5345.8
Providing and fixing retro reflectorised cautionery, 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801.800mmx600mm rectangularular
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
(Hume Pipe Culvert)E/W in excavation for foundation of structures up to 3 m dept. as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deletorious matterial, and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with approved materiels
81.14
-
127.69
Bedding for Pipe : Laying (First class) bedding on well compected approved granular materials clause 1105 (ii)
13.08
-
2674.68
Providing concrete for Plain/ Reinforced concrete in open M10 (1:3:6) nominal mix in levelling course below open in head walls as per drawing & technical specifications 1109
8.24
-
6036.57
Providing & laying reinforced cement concrete 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 (iii) 600 mm dia
37.5
-
3272.25
Providing & laying reinforced cement concrete 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 (ii) 1000 mm dia
7.5
-
7787.85
Stone Masonry Work in cement mortar in foundation of Head walls complete as
per drawing and technical specification Clasue 1109 (A)In 1:4 cement mortar
73
-
5640.4
Plastering with cement mortar (1:3) 15 mm thick on brickwork in substructure as per Technical specification Clause 613.3
12.96
-
1464.14
Backfilling in foundation trenches as per drawing and technical specification clause 1108(i)Sand filling
68.85
-
1644.26
Utility shifting
1
-
47460
(III) WARD NO 4
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 .
0.41
-
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 compacting 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
1926.4
-
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
308.5
-
339.68
Dismantling of cement concrete pavements by mechanical means using
pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
93.75
-
1181.08
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
169.95
-
2566.48
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 theinterstices of coarse aggregate, watering and compacting to the required densityGrading 3 as per Technical Specification Clause 405.
228.51
-
4271.85
Providing and laying interlocking concrete block pavement with M40grade gradeof concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage
3046.74
-
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 801600mm equilateral triangle
22
-
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 801,600mm circular
6
-
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
RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm
long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curingincluding painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos.reflective band of desired shade etc. complete as per design and as directed., 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
100
-
1324.36
Single bamboo palasiding / walling of whole 2nd class bamboo (Jati or
Bethua) 75mm dia and closely packed & driven including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing brush wood as per drawing and technical specifications Clause 1302.5 Driven at least 900 mm below ground and 1200 mm above ground
170
-
896.2
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering ,fixing the tree guatrd and maintaining the plants for three year
65
-
760.72
Construction of600mm dia Single opening HPC :Earthwork in excavation for foundation of structures upto 3 m depth as per
drawing and technical specification Clause 1104 includding setting out,
construction of shoring and bracing, removal of stumps and other deleterious
matter, dressing of sides and bottom and backfilling with approved material
40.31
-
127.69
Bedding for Pipe :-Laying (First Class) bedding on well compacted sand, moorum as per Clause
1105 (ii
1.8
-
1558.04
Providing concrete for plain/reinforced concrete in open foundations
complete as per drawings and technical specifications Clause 802,
2.78
-
6036.57
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 1106600 mm pipe
10
-
3272.25
Brick Masonry Work in cement mortar in foundation of Head walls complete
exculding pointing and plastering as per drawing and technical specification
Clause 1109
19.44
-
7415.53
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in
substructure as per technical specificatio
32.8
-
146.41
Earth Cushioning
152
-
339.68
Utility shifting
1
-
33900
(IV) WARD NO 6
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 .
0.5
-
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 compacting 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
1421.66
-
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
481.37
-
339.68
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
438.29
-
2586.76
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 theinterstices of coarse aggregate, watering and compacting to the required densityGrading 3 as per Technical Specification Clause 405.
222.37
-
4294.89
Providing and laying interlocking concrete block pavement with M40grade gradeof concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage
2964.86
-
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 801,600mm equilateral triangle
20
-
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 801,600mm circular
60
-
3933.19
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
2
-
24845.31
RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm
long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curingincluding painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos.reflective band of desired shade etc. complete as per design and as directed. ,15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
100
-
1324.36
Single bamboo palasiding / walling of whole 2nd class bamboo (Jati or
Bethua) 75mm dia and closely packed & driven including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing brush wood as per drawing and technical specifications Clause 1302.5 Driven at least 900 mm below ground and 1200 mm above ground
200
-
896.2
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering ,fixing the tree guatrd and maintaining the plants for three year
75
-
760.72
f600mm dia Single opening HPCEarthwork in excavation for foundation of structures upto 3 m depth as per
drawing and technical specification Clause 1104 includding setting out,
construction of shoring and bracing, removal of stumps and other deleterious
matter, dressing of sides and bottom and backfilling with approved material
100.7
-
127.69
Bedding for Pipe :-Laying (First Class) bedding on well compacted sand, moorum as per Clause
1105 (ii
4.5
-
1558.04
Providing concrete for plain/reinforced concrete in open foundations
complete as per drawings and technical specifications Clause 802,
6.95
-
6036.57
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 1106600 mm pipe
25
-
3272.25
Brick Masonry Work in cement mortar in foundation of Head walls complete
exculding pointing and plastering as per drawing and technical specification
Clause 1109
48.6
-
7415.53
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in
substructure as per technical specificatio
82
-
146.41
Earth Cushioning
380
-
339.68
Utility shifting
1
-
33900
V) Periodic Renewal to Road from NH-61 to KK Boruah Ali from Ch 0.00m to 3650.00m
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
(existing width of shoulder is considered 1.00 m)
11734.14
-
83.28
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906.
6645.66
-
337.64
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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
(Provided only on WBM surface)
6977.95
-
39.78
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.
14098.13
-
13.33
Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% 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.508. complete in all respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) With hydrated lime/cement as filler ( refer table 500-9 of
MoSRT&H specification)
(I)'with 60/70 or VG-30 grade bitumen
for GradingII(10 mm nominal size)
354.88
-
10297.24
f600mm dia Single opening HPCBM
7.28
-
9770.39
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications
(80% length of the Road is considered)
768.56
-
566.13
Maintenance of Hume pipe/ Box Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908,Brick Masonry work in cement morterin foundation of wall complete excluding Pointing
34.5
-
7450.77
Plastering with cement morter (1:6)15 mm thick on Brick work for sub structure as per Technical Specification
104.42
-
146.41
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 dulyembedded 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 Annexure1700.
1
-
24845.31
Planting of Trees and their Maintenance for three Year (Planting of
trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep
dug in the ground, mixing the soil with decayed farm yard/sludge
mannure, planting the saplings, backfilling the trenches, watering ,
fixing the tree guatrd and maintaining the plants for three year.
230
-
760.72
RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm
long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in
position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos.reflective band of desired shade etc. complete as per design and as directed. ,15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
200
-
1324.36
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,'600 mm circular
8
-
5344.9
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,'900 mm equilateraltriangle
12
-
6090.7
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,'800mm x 600mm rectangular
24
-
7537.1
VI) Periodic Renewal Dhodar Alo To Kumarchuk Conecting Road from ch.0.00 to 2120.00m
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
(existing width of shoulder is considered 1.00 m)
4150
-
83.28
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906.
705.44
-
337.64
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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
(Provided only on WBM surface)
705.44
-
39.78
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.
Statement-3
8188.5
-
13.33
Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% 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.508. complete in all respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) With hydrated lime/cement as filler ( refer table 500-9 of
MoSRT&H specification)
(I)'with 60/70 or VG-30 grade bitumen
for GradingII(10 mm nominal size) Statement-4
204.71
-
10279.17
Providing Hump type speed breaker
BM
4.16
-
8706.12
Providing Hump type speed breaker
SDBC
1.39
-
10123.24
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications
(80% length of the Road is considered)
424
-
566.13
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications painting of speed breaker
27.75
-
566.13
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
600mm equilateral
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
800 x 600 mm rectangular
2
-
7537.1
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
600mm Ciecular
6
-
5344.9
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
-
24845.14
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