Public Works Roads Department Tender
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Costs
EMD
₹ 6,41,360Document Cost
₹ 6,414Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_38735_39Bid 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
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
208.22
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4.9 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. By Mechanical Means with 1 km lead
158.5
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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
1387.5
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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.
1387.5
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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.)
for Grading II (19 mm nominal size)
83.25
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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)
41.63
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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
8
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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
2
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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. .......................................... . 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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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) Providing Hump type speed breaker DBM
2.04
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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) Providing Hump type speed breaker BC
0.68
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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) 50.00 Painting on Speed breaker 21.00 For Pedestrian Crossing 100.0
171
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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.
100
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16.28 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.
(b) 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMTmain steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
100
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14.1 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
969.91
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14.5 Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
I Stone/Boulder
141.3
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14.6 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
70.65
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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.
20
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Construction of RCC Br.No.17/2 (2 X 16.50) m 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 lifts and lead of 1000 m as per Technical Specification Clause 202.Cement Concrete
50
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Construction of cold weather Bamboo bridge overall width of 3.70m and
clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In
each rows and rows being 2.1m. apart except for the navigable span
which should be 3m. Post to be driven at least 180cm. or more below
ground level including providing 20cm to 25cm center to center and
placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood
bracing collar fixed by bolts and nuts, straps etc. mature bholuka
Bamboo cross groth all closely packed and tied 75cm wide track way
made from 38mm thick 1st class local plank fixed on 75mmx100mm
first class local wood battens 120cm apart and 3 lines of jati bamboo
horizantal railing fixed in bholuka bamboo post placed at 210cm apart
and white washed including all necessary nuts and bolts, coir ropes,
struts, nails etc. complete with a layer of brushwood to exposed portion
out-side trackway with earth topping complete as per direction of the
department.
90
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Foundation Excavation for structure Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting
out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material Ordinary soil Depth upto 3 m
405.45
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Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement
complete as per drawing and technical specifications and removal of
excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm)
544
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Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
a). Initial and Routine load test.
556
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Pile load test on single vertical pile in accordance with
IS:2911(Part-IV) b) Lateral load test
72
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Cement concrete for reinforced concrete in pile cap complete as
per drawing and Technical Specification. C) RCC Grade M30 i) Using concrete mixer.
170.28
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Levelling course for Pile cap
12.56
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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
foundation complete as per drawings and technical specifications Clauses
1000 and 1202
55.52
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Providing and constructing one span service road to reach island
location from one pier location to another pier location
19
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Providing and constructing temporary island 16 m diameter for
construction of well foundation for 8m dia. Well. B ) Assuming depth of water 4.0 m and height of island 4.5 m.
1
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SUBSTRUCTURE 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
40
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Plain/Reinforced cement concrete, in sub structure complete as per
drawing and technical specification and steel shuttering formwork PCC Grade M20 Height upto 5m
115.07
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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
20.74
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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.
202910
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Backfilling behind abutment, wing wall and return wall complete as per
drawings & technical specification Clause 1204. ii) Sandy material
545.4
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SUPERSTRUCTURE Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification'
including steel shuttering formwork.Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. For T-beam & slab RCC Grade M35 Height upto 5m
122.4
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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
20.74
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Providing and laying Cement concrete wearing coat M-30 grade
including reinforcement complete as per drawing and Technical
Specifications
19.49
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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.
85.28
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P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab
complete as per drawing and technical specifications Clauses 800 and
1211 A)With crushed stone i) Nominal mix (1:2.5:5)
10.14
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Reinforced cement concrete approach slab including reinforcement and
formwork complete as per drawing and Technical specification (A) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/
Jindal panther steel/ Shyam steel or equivalent)
20.28
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Drainage Spouts complete as per drawing and Technical specification
20
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Burried Joint (Providing and laying a burried expansion joint,
expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide
galvanised wieldable structural steel plate as per IS: 2062, placed
symmetrical to centre line of the joint, resting freely over the top
surfaces of the deck concrete, welding of 8mm dia, 100mm long
galvanized nails spaced 300mm C/C along the center line of the plate ,
all as specified in clause 2604.)
22.5
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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
100.2
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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. B) 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT
main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
200
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