Public Works Roads Department Tender
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Costs
EMD
₹ 6,60,920Document Cost
₹ 6,610Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_38735_55Bid Award Id
ViewTender No
CE/STBR/RIDF-XXX/NIT/28/2024 25/1 Dated 17-08-2024Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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BOQ Items
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as perTechnical Specification Clause 301.4.
9000
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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.
360
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Constrution Work 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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
7300
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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
3010.41
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Construction of granular sub-base by providing well graded material, spreading inuniform 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 Clause401 II)For Grading II Material
642.6
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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
642.6
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,
hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density
Grading 3 as per Technical Specification Clause 405. A) By Manual Means
1009.8
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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 densityGrading 3 as per Technical Specification Clause 405. A) By Manual Means Add 20% for WBM Patching and repair to damaged edges of existing road .
135
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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
13464
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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
26928
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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 10.0
Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)
673.21
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Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed 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 (13 mm nominal size)
336.6
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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
6
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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
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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
3
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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 10.0
Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) Providing Hume Type speed breaker DBM.
4.07
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Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed 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 (13 mmnominal size) Providing Hume Type speed breaker. BC
1.36
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Providing and fixing of typical PMGSY informatory sign board with Logo as pe 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
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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% of the length is considered ) Painting on Speed breaker
502
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Providing reflective pavement marker with Micro prismatic lens in both
direction having thermoplastic body adhering to the specification and
guidelines of MoSRT&H’s fixed to the road surface using the adhesives
and the procedures recommended by the manufacturers with three
months replacement warranty and free maintenance.
170
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Proposed 2x2 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 suitablematerial. Upto 3 m. depth
168.84
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Providing concrete for plain/reinforced concrete in open foundations
complete as per drawings and technical specifications Clause 802, 803,
1202 & 1203 Nominal mix (1:2.5:5) P.C.C. M15
39.51
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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 M20 Nominal mix (1:2:4)
83.34
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Plain/reinforced cement concrete in substructure complete as per drawings
and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC M20 for height upto 5m
78.71
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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
3.53
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Wearing Coat 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
2.42
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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
9.6
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Drainage spouts complete as per drawing and technical specifications
Clause 1209
2
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Backfilling behind abutment, wing wall and return wall complete as per
drawings & technical specification Clause 1204.3.8
80
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Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
20
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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
26
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Providing and laying filter media with granular crushed aggregates as per
specification to a thickness of not less than 600 mm with smaller size
towards the soil and bigger size towards the wall and providing over the
entire surface behind abutment, wing wall, return wall to the full height,
compacted to firm condition complete as per drawing and technical specification clause 1204 308
24
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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
72.8
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RCC DRAIN 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 Raft
499.2
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Providing concrete for plain/reinforced concrete in open foundations
complete as per drawings and technical specifications Clause 802, 803,
1202 & 1203 A) With crushed Stone P.C.C grade M 10
46.8
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Providing concrete for plain/reinforced concrete in open foundations
complete as per drawings and technical specifications Clause 802, 803,
1202 & 1203 A) With crushed Stone iv ) RCC Grade M20
65
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-
Plain/reinforced cement concrete in substructure complete as per drawings
and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A) With Crushed Stone RCC Grade M 20
117
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 ii) R.C.C grade M 25 Height upto 5M
78
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-
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
38.42
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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
156
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI
wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven
diagonally) including 10 per cent extra for laps and joints laid with stone
boulders weighing not less than 25 kg each as per drawing and technical
specifications Clause 1301
228
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