Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date7 Mar 2025
Closing Date28 Mar 2025
Tender Amount₹ 2,83,75,000
Costs
EMD
₹ 1,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
165513Tender No
165513Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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Granular Sub-base as per Table:- 400-1Construction of granular sub-base by providing graded Material, ,carriage of mixed Material to work site, spreading in uniform layerswith motor grader on prepared surface watering, rolling andcompacting with vibratory power roller at OMC to achieve the desireddensity, complete as per clause 401
For Sub-base cum drainage layer or upper sub-base with
Grading-III Material
2376
1423
3381048
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Wet Mix Macadam (Providing, laying, spreading and compactinggraded stone aggregate to wet mix macadam specification includingpremixing the Material with water at OMC in mechanical mix plantcarriage of mixed Material by tipper to site, laying in uniform layerswith paver in sub- base / base course on well prepared surface andcompacting with vibratory roller to achieve the desired density as perclause 406.)
3212
1434
4606008
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Prime coat (Providing and applying primer coat with oil basedbitumen emulsion (SS-1, grade confirming to IS:8887) on preparedsurface of granular Base including clearing of road surface andspraying primer using mechanical means as per clause 502
(i) on WBM/WMM surface @0.85 Kg/sqm.
12320
64
788480
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Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressuredistributor on the prepared bituminous/granular surface cleaned withmechanical broom and as per clause 503.
(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm
12320
17
209440
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Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 40-60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505 complete in all respects.)
With mechanical paver finisher
for Grading-II(26.5 mm nominal size bitumen content 4.50%)
616
7916
4876256
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Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH pecification clause No. 507 complete in all respects)
With mechanical paver finisher
for Grading II (13.2 mm nominal size) with bitumen 6.0 %
369.6
9812
3626515.2
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Construction of Shoulders (Construction of shoulders as per clause408 with selected soil from borrow pits / borrow areas having CBRnot less than 12 and shall have L.L. and P.I. not more than 25% and6% respectively, inclusive of all leads and lifts, including clearing andscrapping of existing surface, providing required cross fall,compacting. watering rolling and royalty charges etc. complete.
With smooth wheeled roller
792
277
219384
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.)
352
707
248864
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Retro- reflectrorized Traffic signs (Providing and fixing of retroreflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of retro-reflective type reflective sheeting vide clause 801.3, fixed over aluminum sheeting,of required thickness supported on a mild steel frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and painting all components of the signs and supports as per clause 7.2 of IRC:67-2012)
made of class A high intensity superengineering grade sitting of type -II (for odr and Village road)
90 cm equilateral triangle
10
3831
38310
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80 cm x 60 cm rectangular
2
4507
9014
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Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
Ordinary Kilometer stone (Precast) Each
2
1460
2920
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Hectometer stone (Precast)
7
410
2870
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Construction of RCC Drain/Cover/Chamber
Excavation for drain (Earth work in excavation for drain/chamber 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.)
877.5
140
122850
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Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer,compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement.with RCC M-20
285.75
4146
1184719.5
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in rain/cover/chamber complete as per Drawing and Technical Specifications.
14.29
56301
804400.54
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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
Up to 3 m depth
639.3
146
93337.8
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Plain cement concrete complete as per drawing and Technical Specifications
PCC Grade M 15 Cum.
595.79
3768
2244923.2
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Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
1200 mm dia
62.5
6984
436500
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