Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 Oct 2022
Closing Date17 Nov 2022
Tender Amount₹ 11,12,21,000
Costs
EMD
₹ 22,24,000Document Cost
₹ 20,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PWD_27440_75Bid Award Id
ViewTender No
CE/DEV/TB/92/2022-23/03Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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BOQ Items
Embankment Construction with Material Obtained from Borrowpits (Construction of embankment with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading,grading to required slope and compacting to meet requirement of table 300-2 (Including cost of testing of materials at site and laboratory as directed by the deptt.)
(a) From private land
14137.46
-
258.21
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading,grading to required slope and compacting to meet requirement of table (300-2) (a), (Including cost of testing of materials at site and laboratory as directed by the deptt.)
(a) From private land
12553.27
-
339.68
Granular Sub-Base with Coarse Graded Material (Table:- 400-2) (Construction of granular sub-base by providing coarse 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 achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.)
For Grading II Material
In Pavement Widening
2874.09
-
2368.46
Wet Mix Macadam Providing,Laying,spreading and compacting stone aggregates to wet mix macadam specification including premix the material with water at OMC in mechanival mix plant carrage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage of mixed material upto 10.0 Km initial lead from mixing plant)
3826.8
-
3920.28
WBM Grading 3
Using stone screening Type-B 11.2 mm for Gr.III
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.
By Manual Means
320.25
-
4045.12
Inter locking concrete Block pavement
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
3920
-
1161.08
Prime Coat
Low porosity 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
17433
-
39.78
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
140281.8
-
13.33
Dense Graded Bituminous Macadam (Providing and laying dense graded 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 wieght of total mix and filler transporting to the hot mix to work site, Laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level 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 up to initial lead of 5.0 km from quarry and 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)
A. With 60/70 or VG-30 grade bitumen
(ii) For Grading -II(19mm Nominal Size)
4346.76
-
9690.72
Bituminous Concrete (Providing and laying 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 @ 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, level 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 up to initial lead of 5.0 km from quarry and 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)
A. With 60/70 or VG-30 grade bitumen
(ii) For Grading -II(13mm Nominal Size)
2035.08
-
11128.68
CROSS DRAINAGE WORKS :-
RCC Box Cell Culvert:-
Earth work in excavation for structures as per drawing and technical specification clauses 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of side and bottom, backfilling in trenches with approved material.
I. Ordinary soil
(i) Upto 3m depth
34.99
-
127.69
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
3.54
-
5588.98
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
II. PCC Grade M15
11.32
-
5894.19
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
V. RCC Grade M 25
Case I Using concrete mixer
10.28
-
7538.57
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
I. (i) PCC Grade M15
(a) Height upto 5m
3.89
-
6234.21
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
IV. RCC Grade M25
Height upto 5m
Case I Using concrete mixer
5
-
7992.55
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
II. RCC Grade M25
(a) Height upto 5m
4.58
-
8677.89
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.65
-
55239.94
Providing weep holes in brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face. Complete as per drawing and Technical specification.
8
-
205.66
Hume Pipe Culvert:-
Earth work in excavation for structures as per drawing and technical specification clauses 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of side and bottom, backfilling in trenches with approved material.
I. Ordinary soil
(i) Upto 3m depth
102.61
-
127.69
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
6.17
-
6036.46
Bedding for pipe…..
Type B (First class Bedding)
29.43
-
1558.04
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109
I. Course rubble masonry in 1:4 cement mortar
98.61
-
5407.28
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specificatio
126.59
-
146.41
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
600 mm Dia.
45
-
3272.25
ROAD FURNITURES & TRAFFIC SAFETY WORKS :-
Providing 1.20m wide Median as per drawing and technical specifications
120
-
7039.9
Retro reflectorised Traffic sign:
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
900mm equilateral triangle
20
-
6091.04
Retro reflectorised Traffic sign:
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
600mm equilateral triangle
20
-
3933.19
Retro reflectorised Traffic sign:
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
14
-
5345.8
Retro reflectorised Traffic sign:
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
6
-
7537.1
Retro reflectorised Traffic sign:
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 x 450mm rectangular
6
-
5201.16
Retro reflectorised Traffic sign:
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 x 600mm square
50
-
6202.34
Retro reflectorised Traffic sign:
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
900mm side octagon
20
-
9672.8
Kilometer Stone :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
1. 5th Km stone (Precast)
2
-
4197.95
Kilometer Stone :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
2. Ordinary Km Stone (Precast)
6
-
2509.17
Hump Type Speed Breaker:
Providing Hump Type Speed Breakers designed for desired speed of 20 Km/hr. of Radius 11M, Chord length of 3M Passage speed of 5 Km/hr, premixed type by laying Dense Bituminous Macadam followed by 40 mm thick Bituminous Concrete as per drawing and technical specification.
98
-
4176.96
Providing and laying of hot applied thermoplastic compound 2.5mm thick 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
2500
-
566.13
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
2874.9
-
146.41
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
699.3
-
116.05
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.
2500
-
287.02
Tree reflector made of high intensity grade retro-reflectorised sheeting fixed over aluminium sheeting of 2mm/0.28mm thick firmly fixed with necessary galvanized nail.
b)150mm dia/150mmx150mm.
254
-
126.79
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
3
-
24845.31
Shifting of utilities as per direction of Executive Engineer in consultation with the concerned department
10
-
33900
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