Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Jun 2024
Closing Date29 Jun 2024
Tender Amount₹ 79,05,86,000
Costs
EMD
₹ 1,58,12,000Document Cost
₹ 30,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_37623_1Bid Award Id
ViewTender No
Kamrup/CRIF/2023-24/05Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
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 per Technical Specification Clause 301.4.
107250
-
10.71
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. Above 900 mm dia Hume pipe
157.5
-
505.75
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
24073.12
-
290.36
Construction of embankment with approved material obtained from borrow pits
with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(a) from private land
18116.22
-
565.25
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 (a) from private land
16792
-
611.66
Construction of granular sub-base by providing well graded material, spreading in
uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(A) By Mix in Place Method
(ii) for grading- II Material Rate as per Analysis 1
10227.71
-
4937.18
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
By Mechanical Means with 1 km lead
33079.54
-
6528.24
Prime coat (Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer
at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.) (iii) High porosity
228518.38
-
58.31
Tack coat (Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular
surfaces treated with primer & cleaned with Hydraulic broom as per Technical
Specification Clause 503.
457036.75
-
13.09
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.)
I) With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification)
A) With 60/70 or VG-30 grade bitumen
ii) for Grading II (19 mm nominal size)
13711.1
-
12786.23
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.) I) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification)
A) With 60/70 or VG-30 grade bitumen
ii) for Grading II (13 mm nominal size)
6855.55
-
18310.53
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
A) Manual Means (Depth upto 3 m)( Without dewatering )
5043.22
-
336.77
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
ii) PCC Grade M15
335.14
-
8729.84
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
iii) RCC Grade M20
603
-
9510.48
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
ii) PCC Grade M20
1080
-
10000.76
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
480
-
327.25
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
49.83
-
85513.4
Drainage spouts complete as per drawing and technical specifications Clause 1209
60
-
9207.03
Providing bituminous wearing coat comprising of 20 mm thick premix carpet with 5 mm thick seal coat Type B for culverts as per drawing and technical specifications Clauses 1206.2 and 500
29.25
-
15888.88
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
288
-
2470.44
Cement concrete blocks (size 0.5 x 0.5 x 0.5 m) (Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 21-2000.)
140.09
-
9105.88
Construction of flexible apron 1 m thick comprising of loose stone
boulders weighing not less then 25 kg beyond curtain wall
748.5
-
3725.89
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
A) Manual Means (Depth upto 3 m)( Without dewatering )
4563.04
-
160.65
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
ii) PCC Grade M15
507.01
-
8729.84
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
iii) RCC Grade M20
1673.1
-
9510.48
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
150.83
-
81223.45
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
66.18
-
87041.36
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
676
-
327.25
Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification
1690
-
4075.75
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
A) Manual Means (Depth upto 3 m)( Without dewatering )
1801.22
-
336.77
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
ii) PCC Grade M15
262.53
-
8729.84
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
iv) RCC Grade M25
849.6
-
10676.68
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
184.68
-
85513.4
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
2265.7
-
327.25
Backfilling behind abutment, wing wall and return wall complete as per
drawings & technical specification Clause 1204.3.8
B)Sandy material
1132.8
-
2340.73
RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed.
a) 30 cm dia. RCC guard post with reinforcement of 6nos. 12mm dia TMT
main steel bars and 6mm TMT/ MS stirrups at 15cm c/c
300
-
1948.51
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
(i) 5th kilometre stone (precast)
6
-
6460.51
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) Ordinary Kilometer stone (Precast)
23
-
3913.91
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
(i) 90cm equilateral traingle
143
-
5831
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
(iii) 60cm circular
114
-
4998
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) 80cmm x 60 cm rectangular
86
-
6307
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
(a) Centre Line
1415.7
-
892.5
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
(b) Edge Line
8580
-
892.5
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
(c) Diagonal and Chevron marking
198
-
892.5
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
(d) STOP, Stop Lines, Pedestrian marking, etc.
668
-
892.5
Providing fitting and fixing Solar Traffic Blinker of Diameter 300 mm of size 365x365x185mm supported on a mild steel angle iron post 100 mm dia firmly fixed
to the ground by means of properly design foundation with M-15 grade cement concrete 45cmx45cmx60 cm, 60 cm below ground level
5
-
2677.5
Providing ‘Sparkle Solar Road Studs, manufactured by B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bidirectional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with
replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician).a) Bi-directional Stud- (Raised pavement marker (Solar))
650
-
4165
Providing and erecting overheadsigns of anti-corrosivesteel ( All the steel work must be TATA/SAIL/any other approved brand.) tubular framed structure for retro reflective signage boards made of high intensity grade encapsulated lens type retro Reflective sheeting conforming to ASTMD4956 type B III specifications and having approvedpattern over its entire surface bonded on to 2.00 mm thick aluminium sheet with back supporting angle iron frame of 35x35x4mm angle iron duly riveted with solid MS & aluminum rivets. The entire face of the sign shall be covered & bounded with yellow/white/red/blue high intensity encapsulated lens reflective sheeting with distinctive hoed pattern on front site (no plain surface) with heat lamp vacuum applicator machine only. The yellow/white/red/blueportion of the board shall bescreen printed on the high intensity shed base including fixing the board on portal/support/wall/dowelrod etc., with contractors clamps/cleats/bolts/rivets/wells including all contractors materials, labour, tools, lead & lifts etc. complete and all other incidental charges necessary for successful completion of work as per specifications and as directed.
1
-
597742.95
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
Upto 3 m depth
966
-
336.77
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 15, Nominal mix 1:3:6
184
-
8729.84
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar
reinforcement in sub-structure complete as per drawing and
technical specifications
43.5
-
85513.4
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204B A. With Crushed Stone
RCC Grade M20
i) For height upto 5 m
1495
-
10060.26
Painting Two Coats on New Concrete Surfaces’ Painting two coats including primer coat after filling the surface with synthetic
enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
8050
-
104.72
Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification
4140
-
4075.75
Planting of Trees and their Maintenance for one 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 one year
44
-
2097.97
Dismantling Dismantling of existing existing structures structures like culverts culverts, bridges bridges, retaining retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
235.05
-
1500.59
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork F RCC Grade M25
a Height upto 5m
Case I Using concrete Mixer
21.07
-
10676.68
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork G RCC Grade M30
a Height upto 5m
Case I Using concrete Mixer
1.1
-
10712.38
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar
reinforcement in sub-structure complete as per drawing and technical specifications
TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
1.36
-
81169.9
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.
B) RCC Grade M25 Case I Using Concrete Mixer
II) For T-beam & slab
1) Height upto 5.0 m
106
-
12082.07
Reinforcement in Super Structure: Supplying, fitting andplacing TMT bar reinforcement in super-structure including splicing complete as per drawing and technicalspecifications. i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2
17.5
-
86811.69
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical
Specifications
17.4
-
15888.88
Drainage Spouts complete as per drawing and Technical specification
24
-
9207.03
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical
post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications
58
-
2470.44
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications
207360
-
0.76
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be
installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).
34
-
5662.02
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
17.85
-
8584.66
Reinforced cement concrete approach slab including
reinforcement and formwork complete as per drawing and Technical specification
35.7
-
15305.78
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
A. Stone/Boulder
224.68
-
3653.3
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
139.54
-
4504.15
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
A.Boulder laid dry without wire crates
217.91
-
3653.3
Sub-soil investigation for RCC Bridge 2nos Bore Hole, Depth 30m each
120
-
2975
Supplying and driving timber piles of 25cm to 30cm diameter, dressed to heart wood including making length in every 30 cm interval, coal tarring two (2) coats with best tar applied hot (Rate inclusive of the cost
of the required quantity of tar.) A) Using Sal Timber (a) With pile Engine (i) Portion of pile actually driven underground.
240
-
5873.17
'Supplying and driving timber piles of 25cm to 30cm diameter, dressed to heart wood including making length in every 30 cm interval, coal tarring two (2) coats with best tar applied hot (Rate inclusive of the cost
of the required quantity of tar.) A) Using Sal Timber (i) Portion of pile remaining
Above ground.
112
-
5646.37
Wood work including supplying , fitting and fixing complete with necessary M.S. bolts, nuts, nails, screw etc. and coal tarring two (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar.) A) Using Sal Wood
26.15
-
72065.64
(b) In track way planks (alternate nailing to be done with decking in a seggragate way.)
2.7
-
65819.08
Supplying, fitting and fixing timber beam and bearing beam rectangular in size fitted with M.S. etc. supplying spikes etc. as necessary and coal tarring two (2) coats with best tar applied hot as directed (Rate inclusive of cost of the required quantity of tar)
1.76
-
70796.13
Labour for fitting and fixing RSJ beam, CI saddle etc. in position including necessary scaffolding, cutting them to required size, drilling holes and supplying and fixing ncessary bolts and nuts, painting two
coats complete (Tar-Steel paints to be supplied by the contractor at his own costs) including all lead and lifts from PWD Godown.
63.65
-
749.53
On the basis of Hydraulic datas for the Bridge as furnished by the engineer in charge. Conducting Sub Soil Investigation at Foundation Locations as specified and direced by the Engineer incharge,the SSI furnished by selected bidder and should be duly checked by engineer incharge. preparation & submission of the General Arrangement Drawing (two (2)copies of each drawing to be submitted for approval and eight(8) copies after approved by the deptt.) , the contractor has to submit the detailed design and drawings two(2) copies initially for approval and eight(8) copies after approval along with supporting design for approval prior to execution of the work for well/pile foundation, sub-stucture ,superstucture, PSC/BUG/RCC .
1
-
-
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