Public Works Roads Department Tender
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Costs
EMD
₹ 20,00,000Document Cost
₹ 20,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_38695_25Bid Award Id
ViewTender No
CE/DEV/TB/45/2024-25/06 Dtd. Guwahati, 16th August, 2024Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Dismantling of existing structures like culverts, bridges, 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 lift and lead of 1000 metres as per technical specification clause 202
I. By Manual Means
(B) Cement Concete Qnty = 2 x 1225.00 x 0.20 x 0.25 (RCC Edge Restrain Wall)
122.5
-
449.18
Removal of existing interlocking concrete block pavement icluding disposal of unserviceable material and stacking the serviceable material with a lift and lead of 1000m as per Technical specifications and as directed by the Engineer in Charge by Manual means.(Rate as per analysis attached) Qnty = 1225.00 x 5.50
6737.5
-
86.42
Excavation in Ordinary Soil (i) Excavation in Cutting in Soil by manual means with lead upto 50 m. Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical
Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition)
3875.13
-
137.3
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(i) Private Land
22152.79
-
258.21
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
1550.05
-
169.84
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.
(i) Private Land
2864.37
-
339.68
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(ii) For Grading II Material
2113.71
-
2840.82
WBM-III (Patching) 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
118.2
-
4583.37
Wet Mix Macadam
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.
5992.77
-
3765.02
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
15020.63
-
1161.08
Re- use of good quality interlocking concrete block pavement which are collected from existing pavement surface in hard shoulders portion as per Technical specifications and as directed by the Engineer in Charge by Manual means(Rate as per analysis attached) (serviceable qnty)
3031.88
-
87.2
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
25341.5
-
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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
50683
-
13.33
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.)
for Grading II (19 mm nominal size)
1520.49
-
10207.56
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)
760.25
-
11653.78
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
10
-
3933.19
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801, 600mm circular
8
-
5345.8
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801, 800mm x 600mm rectangular
6
-
7537.1
Kilometre 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, I) 5th Kilometre Stone (precast)
2
-
4197.95
Kilometre 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, ii) Ordinary Kilometer Stone (Precast)
5
-
2509.17
Kilometre 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, iii) 200 m stone (precast)
30
-
667.27
Providing Hump type speed breaker DBM
4.07
-
10207.56
Providing Hump type speed breaker BC
1.63
-
11653.78
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
2
-
24845.29
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 of speed breaker
(Considering 80% length)
2249.5
-
566.13
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.
1852
-
287.02
Metal Beam Crash Barrier, Type - A: "THRIE" Metal Beam Crash
Barrier (Providing and erecting a "Thrie" metal beam crash barrier
comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm
above road/ground level, fixed on ISMC series channel vertical post, 150
x 75 x 5 mm spaced 2m center to center, 12 m high, 1.15m below
ground level, all steel parts and fitments to be galvanized by hot dip
process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to
be fixed on the vertical post with a spacer of channel section
150mmX75mmX5mm, 546mm long complete as per clause 810.)
192
-
6744.86
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/ 150mm x 150mm size
100
-
126.79
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
91
-
619.81
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.
60
-
2530.07
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.
50
-
760.72
Construction of 1000mm dia Single HPC 10m Width : E/W in excavation for structure as pwer drawing and Technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stamps and deleterious materials and disposal upto a lead of 50.00 mtr. dressing of sides and bottom, back filling in tranches with excavated suitable materials.
33.6
-
127.69
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.(I).Nominal mix 1:3:6 P.C.C grade M 10
3.98
-
6036.57
Stone Masonry work in cement mortar
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clause 702 , 704 , 1202 & 1203. II. In 1:4 cement mortar
20.7
-
4919
Stone Masonry work in cement mortar
Stone masonry work in cement mortar in sub structure complete as per drawing and technical specifications Clause 702 , 704 , 1202 & 1203. II. In 1:4 cement mortar
15.41
-
5407.28
Providing and laying RCC pipe NP-3 for culverts on 1st class bedding for granular materials in single row including fixing collar with cement morter 1:2 but excluding exavation, protection works, back filling, concrete, masonry wworks and Parapets clause 1106, 600mm dia.
10
-
7787.85
Plastering with cement morter (1:4) 15 mm thick on brick work for substructure as per Technical Specification.
42.92
-
146.41
Backfilling behind abutment,wing wall and return wall complete as per drawing & technical specification clause 1204.3.8 i) Granular material
17.5
-
1487.19
Painting on Concrete/Steel Surfaces with Epoxy
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
42.92
-
143.85
White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
42.92
-
20.11
HPC Culvert Reparing : Brick masonry work in cement mortar in foundation complete excluding
pointing and plastering as per drawing and technical specifications
Clauses 600, 1202 & 1203 ii)Brick masonry in 1:4 cement mortar
12.93
-
7450.77
Plastering with cement morter (1:4) on brick work in sub-structure as per Technical specification.
76.59
-
146.41
Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
76.59
-
143.85
White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
76.59
-
20.11
Construction of RCC Open Drain (Length=1400.00m): 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. (In ordinary soil, Depth up to 3.00m)
2520
-
127.69
17.6 Sand Filling in Foundation Trenches as per Drawing & Technical Specification
392
-
1511.94
17.7 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.)
196
-
5588.98
17.10 Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, (C) RCC Grade M20, Case I : - Using concrete Mixer
252
-
6999.22
17.46 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) without plasticiser, (E) RCC M20, (a) Height upto 5.0m, Case I : Using concrete mixer
315
-
7402.63
12.7 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
38.78
-
70631.78
17.59 Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure
including splicing complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/
Jindal panther steel/ Shyam steel or equivalent)
236.6
-
1822.69
17.49 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
840
-
205.66
RCC Drain Cover :Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
1.54
-
70631.78
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) without plasticiser, (E) RCC M20, (a) Height upto 5.0m, Case I : Using concrete mixer
12.6
-
7402.63
Foot Path-380M : Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I Ordinary soil
85.5
-
127.69
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
I P.C.C grade M 10
Nominal mix 1:3:6
98.8
-
6036.57
Fillling in foundation trenches as per drawing and technical specification Clause
305.3.9
I Sand filling
99.18
-
1644.26
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications
52.44
-
8226.4
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : 6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand)
532
-
862.9
Providing fitting & fixing in position of Ornamental Iron Grill at Footpath as directed by engineer in charge.
380
-
4066.1
Utility Shifting
1
-
251877
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