Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date16 Jan 2024
Closing Date30 Jan 2024
Tender Amount₹ 4,33,91,000
Costs
EMD
₹ 9,09,000Document Cost
₹ 9,090Tender 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_35402_50Bid Award Id
ViewTender No
CE/DEV/TB/707/2023-24/04Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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
2670
-
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
247.61
-
2733.32
Water Bound Macadam Sub-base/base
WBM Grading 2
Using stone screening Type-B 11.2 mm for Gr.II
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.
165.07
-
4436.83
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-
825.35
-
4461.3
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)
11004.72
-
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.
11004.72
-
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)
275.12
-
9987.11
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
4
-
3933.18
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
4
-
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. 800mm x 600mm rectangular
1
-
7537.1
Providing Hump type speed breaker
BM
7.5
-
8575.1
Providing Hump type speed breaker
SDBC
2.5
-
9987.11
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
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
630
-
566.13
Reinforced cement concrete M-15 grade Kilometer stone/Local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and technical specification.
(ii)Oridinary Kilometre stone (precast)
2
-
2509.17
Reinforced cement concrete M-15 grade Kilometer stone/Local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and technical specification.
(iii) 200m stone (precast)
4
-
667.27
Construction of RCC Box cell Culvert 2.0m x 2.0m (Single cell)
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
Ordinary soil upto 3 m depth
23.2
-
127.69
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 i) PCC GRADE M10
Nominal mix 1:3:6
2.43
-
6036.57
Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204
RCC Grade M 20
15.23
-
7048.83
Plain/reinforced cement concrete in substructure complete as per drawings
and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
RCC Grade M 25
For height upto 5 m, Using concrete mixture
13.29
-
7992.49
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
16
-
134.7
Providing and laying reinforced cement concrete in superstructure as per drawing
and technical specifications Clauses 800, 1205.4 and 1205.5
RCC Grade M 25
For height upto 5 m
5.63
-
8677.89
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 drawings and technical specifications Clauses
1000 and 1202
0.3
-
63550.07
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
2.32
-
63702.28
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From
Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in
t 57,715.00
superstructure complete as per drawing and technical specifications
Clauses 1002, 1010 and 1202
0.02
-
65217.95
Fillling in foundation trenches as per drawing and technical specification Clause
305.3.9
I Sand filling
28.13
-
1644.26
Providing and laying cement concrete wearing course M 30 grade including
reinforcement complete as per drawing and technical specifications
Clauses 800 and 1206.3
A With crushed stone
1.24
-
14419.59
Construction of RCC Box cell Culvert 3.0m x 3.0m (Single cell)
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
Ordinary soil upto 3 m depth
30.56
-
127.69
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 i) PCC GRADE M10
Nominal mix 1:3:6
3.4
-
6036.57
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC GRADE M20
20.54
-
7072.9
Plain/reinforced cement concrete in substructure complete as per drawings
and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
RCC Grade M 25
For height upto 5 m, Using concrete mixture
23.57
-
7992.49
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
16
-
134.7
Providing and laying reinforced cement concrete in superstructure as per drawing
and technical specifications Clauses 800, 1205.4 and 1205.5
RCC Grade M 25
For height upto 5 m
9.79
-
8677.89
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 drawings and technical specifications Clauses
1000 and 1202
0.34
-
63550.07
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
6.46
-
63702.28
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From
Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in
t 57,715.00
superstructure complete as per drawing and technical specifications
Clauses 1002, 1010 and 1202
0.02
-
65217.95
Fillling in foundation trenches as per drawing and technical specification Clause
305.3.9
I Sand filling
42.75
-
1644.26
Providing and laying cement concrete wearing course M 30 grade including
reinforcement complete as per drawing and technical specifications
Clauses 800 and 1206.3
1.88
-
14419.59
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm
nominal size aggregate, true to line and grade, tolerance of vertical railing
post not to exceed 1 in 500, centre-to-centre spacing between vertical
posts not to exceed 2000 mm as per drawing and technical specifications
Clauses 800, 900 and 1208.3
17.6
-
2763.19
Construction of Retaining wall 3.00 m height Ch.2720.00m to Ch.2820.00 (L/S)
Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Upto 3 m depth
Ordinary soil
256.5
-
127.69
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
P.C.C grade M 10
Nominal mix 1:3:6
Wall Base
67.5
-
6036.57
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
P.C.C. grade M 20 (i) Nominal mix (1:2:4)
309.8
-
7048.83
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
(I) Granular material
53.8
-
1487.19
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
166.67
-
134.7
Utility shifting
1
-
101700
Construction of Road from Bagbahar Bagan Nachghar towards Seratikuna (Ch. 0.00m to Ch. 1000.00m)
Clearing grass and removal of rubbish up to a distance of 30 m outside the
periphery of the area as per Technical Specification Clause 201.
By Manual Means
0.2
-
14639.15
Construction of embankment with approved materials deposited at site from
roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
157.6
-
169.84
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
6398.4
-
258.21
Earthwork in Hill Road
Excavation in Hilly Areas in Soil by mechanical means
Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
197
-
106.33
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
820
-
339.68
Surface Drains in Soil
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
300
-
73.22
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
567.66
-
2823.62
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-
283.83
-
4563.83
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.
Including Edge block/ Edge restraints
3784.38
-
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
2
-
3933.19
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory
sign as per IRC:67 made of encapsulated lens type reflective sheeting vide
Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on 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
2
-
5345.8
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
1
-
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
Painting two coats including prime coat with epoxy paint of approved brand on
concrete/steel surfaces after through cleaning of surface to give an even shade
as per drawing and Technical Specification Clause 1701
On Edge restrain beam of I.C.B.P
300
-
143.85
Reinforced cement concrete M15 grade kilometre stone/local stone of standard
design as per IRC:8 fixing in position including painting and printing, etc as per
drawing and Technical Specification Clause 1703
(ii)Oridinary Kilometre stone (precast)
2
-
2509.17
Reinforced cement concrete M15 grade kilometre stone/local stone of standard
design as per IRC:8 fixing in position including painting and printing, etc as per
drawing and Technical Specification Clause 1703
(iii) 200m stone (precast)
6
-
667.26
Construction of Single opening 1000 mm dia NP3 HPC (Single Barrell) 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.
51.71
-
127.69
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (B) With Natural Gravel (i)PCC -Grade M10 (1:3:6).
3.61
-
6036.57
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
10.71
-
1558.04
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (ii)Brick masonry in 1:4 cement mortar.
33.53
-
7450.77
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (ii) 1000mm dia
15
-
7787.84
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
51.07
-
146.41
Single bamboo spur and palasiding of whole 2nd class bamboo (Jati or Bethua) 65mm to 75mm dia closely packed & driven, including fitting and fixing with half bamboo kamis horizantally in three rows with the cane or tieing wire complete and struts 1500 mm apart longitudinally and providing brush wood as per drawing and technical specification clause 1302.5 of MORD (a) Driven at least 900mm below and 1800 mm above the ground on
average.
80
-
696.31
Utility shifting
1
-
33900
Construction of Road from Silchar Hailakandi PWD Road at Dwarbond 1st culvert to Kalacherra Bagan Nachghar under Dwarbond G.P. (Ch. 0.00m to Ch. 1200.00m)
Clearing grass and removal of Rubbish up to a distance of 50m outside the periphery of the area
0.24
-
14639.15
Construction of embankment with approved materials deposited at site from
roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
444.8
-
169.84
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
1672.2
-
258.21
Earthwork in Hill Road
Excavation in Hilly Areas in Soil by mechanical means
Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
556
-
106.33
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
984
-
339.68
Surface Drains in Soil
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
450
-
73.22
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
678.19
-
2761.27
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-
339.09
-
4493.04
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.
Including Edge block/ Edge restraints
4521.25
-
1161.08
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
2
-
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. 800mm x 600mm rectangular
1
-
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
Painting on Concrete/Steel Surfaces with Epoxy
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
On Edge restrain beam of I.C.B.P
360
-
143.85
Reinforced cement concrete M-15 grade Kilometer stone/Local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and technical specification.
(ii)Oridinary Kilometre stone (precast)
2
-
2509.17
Reinforced cement concrete M-15 grade Kilometer stone/Local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and technical specification.
(iii) 200m stone (precast)
6
-
667.27
Construction of RCC Box cell Culvert 2.0m x 2.0m (Single cell) Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil (i) upto 3 m depth
23.2
-
127.69
Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause802,803,1202&1203
(A) With crushed Stone
I.PCC Grade M10 (ii)nominal mix 1:3:6.
2.43
-
6036.57
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.
With crushed Stone
R.C.C Grade M20
15.23
-
7072.9
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
RCC Grade M25. Height up to 5m ,Using concrete mixture.
13.29
-
7992.49
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
16
-
134.7
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
RCC grade M 25, Height up to 5.0m.
5.63
-
8677.89
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 drawings and technical specifications Clauses 1000 and 1202
0.3
-
63550.07
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
2.32
-
63702.28
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.02
-
65217.95
Fillling in foundation trenches as per drawing and technical specification Clause
305.3.9
28.13
-
1644.26
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications
Clauses 800 and 1206.3
1.24
-
14419.59
Single bamboo spur and palasiding of whole 2nd class bamboo (Jati or Bethua) 65mm to 75mm dia closely packed & driven, including fitting and fixing with half bamboo kamis horizantally in three rows with the cane or tieing wire complete and struts 1500 mm apart longitudinally and providing brush wood as per drawing and technical specification clause 1302.5 of MORD (a) Driven at least 900mm below and 1800 mm above the ground on
average.
120
-
696.3
Utility shifting
1
-
40680
Construction of Road from Silcoorie Irongmara PMGSY Road at Sonapur L.P. School to Silchar Hailakandi PWD Road (Ch. 0.00m to Ch. 900.00m)
Clearing grass and removal of Rubbish up to a distance of 50m outside the periphery of the area
0.18
-
14639.15
Construction of embankment with approved materials deposited at site from
roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
245.6
-
169.84
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
938.4
-
258.21
Earthwork in Hill Road
Excavation in Hilly Areas in Soil by mechanical means
Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
307
-
106.33
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
665.99
-
339.68
Surface Drains in Soil
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
400
-
73.22
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
326.06
-
2612.91
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-
163.03
-
4324.58
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.
Including Edge block/ Edge restraints
2173.75
-
1161.08
Providing and fixing of semi reflective cautionary, mandatory and informatory
sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour
in front and gray colour on back with red reflective border of 65 mm width and
required letters and figures with reflective tape engineering grade as per Clause
1701.3.9 of MORD for Rural Roads of required shade and colour supported and
welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by
mean of properly designed foundations with M-15 grade cement concrete
450x450x600 mm, 600 mm below ground level as per approved drawing Clause
1701.2.2
600mm equilateral triangle
2
-
3933.19
Providing and fixing of semi reflective cautionary, mandatory and informatory
sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour
in front and gray colour on back with red reflective border of 65 mm width and
required letters and figures with reflective tape engineering grade as per Clause
1701.3.9 of MORD for Rural Roads of required shade and colour supported and
welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by
mean of properly designed foundations with M-15 grade cement concrete
450x450x600 mm, 600 mm below ground level as per approved drawing Clause
1701.2.2
600mm circular
2
-
5345.8
Providing and fixing of semi reflective cautionary, mandatory and informatory
sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour
in front and gray colour on back with red reflective border of 65 mm width and
required letters and figures with reflective tape engineering grade as per Clause
1701.3.9 of MORD for Rural Roads of required shade and colour supported and
welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by
mean of properly designed foundations with M-15 grade cement concrete
450x450x600 mm, 600 mm below ground level as per approved drawing Clause
1701.2.2
800mm x 600mm rectangular
1
-
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
Painting on Concrete/Steel Surfaces with Epoxy
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
On Edge restrain beam of I.C.B.P
270
-
143.85
Reinforced cement concrete M15 grade kilometre stone/local stone of standard
design as per IRC:8 fixing in position including painting and printing, etc as per
drawing and Technical Specification Clause 1703
(ii)Oridinary Kilometre stone (precast)
2
-
2509.17
Reinforced cement concrete M15 grade kilometre stone/local stone of standard
design as per IRC:8 fixing in position including painting and printing, etc as per
drawing and Technical Specification Clause 1703
(iii) 200m stone (precast)
6
-
667.27
Construction of Single opening 1000 mm dia NP3 HPC (Single Barrell) 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.
51.71
-
127.69
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (B) With Natural Gravel (i)PCC -Grade M10 (1:3:6).
3.61
-
6036.57
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
10.71
-
1558.04
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (ii)Brick masonry in 1:4 cement mortar.
33.53
-
7450.77
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (ii) 1000mm dia
15
-
7787.85
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
51.07
-
146.41
Construction of RCC Box cell Culvert 2.0m x 2.0m (Single cell)
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
Ordinary soil upto 3 m depth
23.2
-
127.69
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6
2.43
-
6036.57
Providing concrete for plain/reinforced concrete in open foundations
complete as per drawings and technical specifications Clause 802, 803,
1202 & 1203
PCC Grade M 20
15.23
-
7072.9
Plain/reinforced cement concrete in substructure complete as per drawings
and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
RCC Grade M 25
For height upto 5 m, using concrete mixture
13.29
-
7992.49
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
16
-
134.7
Providing and laying reinforced cement concrete in superstructure as per drawing
and technical specifications Clauses 800, 1205.4 and 1205.5
RCC Grade M 25
For height upto 5 m,
5.63
-
8677.89
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 drawings and technical specifications Clauses
1000 and 1202
0.3
-
63550.07
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
2.32
-
63702.28
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From
Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications
Clauses 1002, 1010 and 1202
0.02
-
65217.95
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling
28.13
-
1644.26
Providing and laying cement concrete wearing course M 30 grade including
reinforcement complete as per drawing and technical specifications
Clauses 800 and 1206.3
A With crushed stone
1.24
-
14419.59
Construction of RCC Cover Drain at Ch.750.00m Ch.880.00m (B/S) in stretches
Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil (i) upto 3 m depth
115.2
-
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 15,
Nominal mix (1:2.5:5)
10.8
-
5894.19
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
5.17
-
63702.28
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
With Crushed Stone, RCC Grade M 20
95.7
-
7480.6
Utility shifting
1
-
30510
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