Public Works Roads Department Tender
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Costs
EMD
₹ 6,92,000Document Cost
₹ 6,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PWD_34868_4Bid Award Id
ViewTender No
CE/Maint/MMPPNA/01/2023-24/1Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 using screening type-B 11.2mm aggregate
459
-
4626.46
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage.
a) including Edge block/Edge restraints
6120
-
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..... 800mm x 600mm rectangular
4
-
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 circular
4
-
5345.8
roviding 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
4
-
3933.19
Hump Type Speed Breaker .... Dense Graded Bituminous Macadam(Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox 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. 507. complete in all respect. (including carriage of mixed materials up to 10.00 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)
2.78
-
9331.87
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.) ..for Grading II (10 mm nominal size)
0.93
-
1161.08
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._Painting on Speed Breaker
15
-
566.13
Construction of 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.
(I) Ordinary soil
(A) Upto 3m depth
48.6
-
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
3.36
-
5607.63
Providing and laying first class bedding on well compacted sand, morrum or approved granular materials as per clause 1105
7.28
-
1558.04
Providing concrete for plain/reinforced concrete in open foundations
complete as per drawings and technical specifications Clause 802, 803,
1202 & 1204
A. With crushed Stone
1. PCC grade M15 Nominal mix (1:2.5:5)
36.84
-
5900.07
Providing and laying reinforced cement concrete pipe NP3 for culverts on first
class bedding of granular material in single row including fixing collar with
cement mortar 1:2 but excluding excavation, protection works, backfilling,
concrete and masonry works in head walls and parapets Clause 1106.
1000 mm dia
15
-
7787.85
3m x 3m Slab Culvert ...... Earthwork in excavation for structures as per drawing and technical specificationsClause 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 suitablematerial._Ordinary soil_Upto 3 m depth
104.84
-
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 M-10 nominal mix 1:3:6
12.15
-
5607.63
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,
1202 & 1203 (III) PCC Grade M20 Nominal Mix (1:2:4)
68.54
-
6223.14
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses
1002, 1005, 1010 & 1202
0.44
-
53724.27
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
25.84
-
6931.42
Providing concrete for plain/reinforced concrete in open foundationscomplete as per drawings and technical specifications Clause 802, 803,1202 & 1204
(B) with natural gravel (IV) RCC Grade M25 (I) Height upto 5m
3.9
-
7443.31
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
0.72
-
65217.95
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
(B) With Natural gravel (II) RCC M25
(a) Height upto 5m
9.25
-
8078.63
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
20
-
134.7
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
15
-
288.49
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
0.73
-
14419.59
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification .. i. Granular Materials
36.96
-
1487.19
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification ….. ...ii. Sandy Soil
118.8
-
1822.69
2.0 m x 2.0 m Box Culvert ...... Earthwork in excavation for structures as per drawing and technical specificationsClause 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 suitablematerial._Ordinary soil_Upto 3 m depth
63.68
-
127.69
Construction of granular sub based by providing coarse graded material spreading in uniform layers as per clause 401 with initial lead of 5Km
6.75
-
2346.45
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser … PCC grade M10
2.66
-
6036.57
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
Without plasticizer
E. RCC M20 grade
P. Height upto 5m
31.09
-
7480.6
Plain/Reinforced in superstructure complete as per drawing and technical specification and steel shuttering formwork
7.84
-
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 substructrue complete as per drawings and technical specification Clauses
1002, 1005, 1010 & 1202
2.34
-
63702.28
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (FromPrimaryProducer:TATA/SAIL/EsserSteel/Jindalsteel/Shyamsteel/RINL)PrimaryProducer:TATA/SAIL/EsserSteel/Jindalsteel/Shyamsteel/RINL)in
superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.93
-
65217.95
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8.
59.4
-
1822.69
(ii) Tihu Bongaon Road to Barbhaluki Village via Barbhaluki Lakhi Mandir
Clearing and grubbing road land including uprooting wild vegitation, grass,shurbs,spalling and tree girth up to 300mm, removal of stumps such trees cut earlier and disposal of unservisable materials------as technical specification clause 201.
0.18
-
52995.08
Construction of embankment with approved materials obtain from borrowpits with all lift and lead transporting to site, speradig , grading to reuired slope and copecting to meet requirment of table 300.1 and 300.2 with a lead upto 1000m as as per technical specification clause 301.5 (1)Private land. ( As per Statement-1)
1114.25
-
258.21
Construction of sub-grade and earthen shoulder with approved materials obtain from borrow pits with all lift and lead, transporting to site, speradig , grading to areuired slope and copected to meet requirment table 300 -2 with lead up to 1000.00 m as per technical specification clause 303.1 ( 1)Private land. ( As per Statement-1)
329.8
-
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 at OMC with tr rotavator and compaction with three wheel 80-100 Kn capacity to achieve desired density as per specification clause-401.
239.83
-
2829.32
Providing, laying,spreading and compacting stone aggregates of specific sizes to water Bound Macadam Specification including spreding in uniforom thickness, hand packing,rolling with smooth wheel roller 80-100KN in stage to proper grade and camber,applying and brooming,stone screening to fill up intersticesof coursce aggrigate, watering and compecting to the required density Gr-iii as per technical specification clause- 405 (A) By manual means .(i) Using stone screening Type-B 11.2mm. Gr.-ii
119.71
-
4555.57
Providing, laying,spreading and compacting stone aggregates of specific sizes to water Bound Macadam Specification including spreding in uniforom thickness, hand packing,rolling with smooth wheel roller 80-100KN in stage to proper grade and camber,applying and brooming,stone screening to fill up intersticesof coursce aggrigate, watering and compecting to the required density Gr-iii as per technical specification clause- 405 (A) By manual means .(i) Using stone screening Type-B 11.2mm. Gr.-iii
119.71
-
4577.63
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
1597.5
-
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
1597.5
-
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
39.94
-
9857.54
Hump Type Speed Breaker .... Dense Graded Bituminous Macadam(Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox 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. 507. complete in all respect. (including carriage of mixed materials up to 10.00 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)
2.08
-
9294.04
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.) ..for Grading II (10 mm nominal size)
0.69
-
9857.54
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)
97.88
-
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.... iv)600x600mm equilateral traingular
4
-
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
1
-
24845.31
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.
107.84
-
127.69
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203
4.83
-
6036.57
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (iii) RCC Grade M 20
49.56
-
7480.6
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
2.34
-
63702.28
Plain/reinforced cement concrete in super structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (iii) RCC Grade M 20
11.4
-
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 super structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.93
-
63690.98
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
59.4
-
1822.69
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 specificationsClauses 800, 900 and 1208.3
7.6
-
2763.19
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
2.14
-
14419.59
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical
specifications Clause 1301
43.18
-
1860.88
(iii) Bamunkuchi Health Sub Centre to Rly Station , (Part-I Ch. 0.00 m -1175.00 m) and Choudhury Para Chupa to Railway Line (Part-II from Ch. 0.00 m - 292.00 m) including Bamunkuchi Village to Railway Line (Part-III Ch. 0.00 m - 285.00 m) Feeder PWD RoadClearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to lead of 1000m
0.7
-
52995.08
Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5.
5254.74
-
258.21
Construction of subgrade and earthen shoulder with approved meterial obtained from borrow oit with all lift and leads , transporting to site ,soreading gradding to required slope and compacted to meet requirement of table 300-2 including cost of testing of materials at site and laboratory as directed by the deptt.
1360
-
339.68
By Mix in place Methd (Construction of granular sub-base by providing close graded material,spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achive the desired density coplete as per cl.401 (with an initial lead of 5.00Km) (including cost of testing of materials at site and labortory as directed by deptt.)
985.5
-
2878.78
Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with vibratory roller 8-10 tonnes capacity in stages to proper grade and camber,applying and brooming requisite type of screeninig/binding material to fillup the interstices of coarse aggregate, watering and compacting to reqd. density(with an initial lead of 5.00km) By mechanical means Grading-II(Using Screening type-B)(11.2mm aggregates)
492.75
-
4576.74
Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with vibratory roller 8-10 tonnes capacity in stages to proper grade and camber,applying and brooming requisite type of screeninig/binding material to fillup the interstices of coarse aggregate, watering and compacting to reqd. density(with an initial lead of 5.00km) By mechanical means Grading-III(Using Screening type-B)(11.2mm aggregates)
492.75
-
4655.13
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
6570
-
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.
6570
-
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)
164.25
-
10773.31
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75mmx 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450mm x 450mm x 600 mm bellow ground level as per drawing and technical specefication (V) 600 mm x 600 mm Square informatory sign
8
-
6202.34
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75mmx 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450mm x 450mm x 600 mm bellow ground level as per drawing and technical specefication (iii) 60cm circular
8
-
5345.8
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75mmx 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450mm x 450mm x 600 mm bellow ground level as per drawing and technical specefication (ii) 60cm equilateral traingle
8
-
3933.19
Kilometer Stone….Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC: fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (ii) Ordinary Kilometer Stone (Precast)
1
-
2509.17
Kilometer Stone….Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC: fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (iii) 200 m stone (precast)
7
-
667.27
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.
(I) Ordinary soil
(A) Upto 3m depth
72.9
-
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
5.04
-
5607.62
Providing and laying first class bedding on well compacted sand, morrum or approved granular materials as per clause 1105
10.92
-
1558.04
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1204
A. With crushed Stone
1. PCC grade M15 Nominal mix (1:2.5:5)
55.26
-
5900.07
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling,
concrete and masonry works in head walls and parapets Clause 1106.....1000 mm dia
22.5
-
7787.85
RCC Slab Culvert.....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...Ordinary soil
Upto 3 m depth
104.84
-
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 M-10 nominal mix 1:3:6
12.15
-
5607.62
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
(III) PCC Grade M20 Nominal Mix (1:2:4)
68.54
-
6223.14
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.44
-
53724.27
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (B) with Natural Gravel_ RCC M20
25.84
-
6931.42
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (B) with Natural Gravel_ RCC M25
3.9
-
7443.31
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
0.72
-
65217.95
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (B) With Natural gravel (II) RCC M25 (a) Height upto 5m
9.25
-
8078.63
Providing weepholes in brick masonry/stone masonry, plain/reinforcedconcrete 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
20
-
134.7
Providing and fixing 20 mm thick compressible fibre board in expansion jointcomplete as per drawing and technical specifications
15
-
288.49
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
0.73
-
14419.59
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification ...i. Granular Materials
36.96
-
1487.19
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification….ii. Sandy Soil
118.8
-
1822.69
Hump Type Speed Breaker .... Dense Graded Bituminous Macadam(Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox 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. 507. complete in all respect. (including carriage of mixed materials up to 10.00 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.).. v
2.78
-
9331.87
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.) ..for Grading II (10 mm nominal size)
0.93
-
10773.31
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.
350.4
-
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 on Speed breaker
15
-
566.13
Providing reflective pavement marker with micro prismatic lense in both direction having thermoplastic body adhering to the sp and guidelines of MOSRT and H s fixed to the road surface using the adhesives and tge procedures recomended by the manufacturers with three months replacement warranty.
876
-
287.02
Tree Plantation… 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
80
-
760.72
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