Public Works Department Tender
... More
BidAssist is a very user-friendly website that lets us explore new opportunities which further helps in the growth of the business. We can get any information regarding any e-tender the Chhattisgarh government has posted on its website in a very hassle-free manner.
Public Works Department - PWD Tender
Road Construction
Opening Date7 Mar 2025
Closing Date28 Mar 2025
Tender Amount₹ 29,91,92,000
Costs
EMD
₹ 5,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
165615Tender No
165615Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
Dismantling of cement concrete pavement i/c breaking topieces not exceeding 0.02 cum in volume and stock piling atdesignated locations and disposal of dismantled materials up toa lead upto 1000 meters, stacking serviceable and unserviceablematerials separately and as per relevant clauses of section-200.
960
1104
1059840
... More
Excavation in Soil (by Mechanical Means.)Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site andunloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300
6644.53
95
631230.35
... More
Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials havingC.B.R.5 (unless specified otherwise in thecontract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compactedto meet requirement of table 300-2)
3986.72
80
318937.44
... More
Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
50521.43
223
11266278.89
... More
Construction of sub-grade with Material Obtained fromBorrow Pits/Borrow Area (Construction of sub-grade withapproved material/selected soil having C.B.R.8 (unless specifiedotherwise in the contract) obtained from borrow pits with all liftsand leads,transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
106349.84
250
26587460.25
... More
Granular Sub-base as per Table:- 400-1
Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401
(A) Plant mix method (with Mechanically crushed stone only)
(a) For Lower Sub-base with
(i) Grading-III Material
39560.57
1423
56294691
... More
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 mix plant carriage 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 as per clause 406.)
23581.28
1434
33815556
... More
Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502.
(i) on WBM/WMM surface @0.85 Kg/sqm.
92733.3
64
5934931.2
... More
Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm
92733.3
17
1576466.1
... More
Dense Bituminous Macadam (Providing and laying dense graded bituminous macadam with minimum 100-120 TPH capacity Batch type HMP 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 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.)
(B) With mecanical paver finisher
(ii) for Grading-II(26.5 mm nominal size bitumen content 4.50%)
5564
8397
46720908
... More
Bituminous Concrete (Providing and laying bituminous concrete with minimum 100-120 TPH capacity Batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total 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 specification clause No. 507 complete in all respects)
(B) With mechanical paver finisher
(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %
2782
10332
28743624
... More
Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete.
(B) With smooth wheeled roller
6756.75
277
1871619.75
... More
Providing and laying cement concrete for plain concrete/ reinforcedconcrete i/c form work, shuttering complete in as per drawings andspecifications.( For Village roads)
(i) P.C.C. M-10
1778.16
2789
4959288.24
... More
Cement Concrete Pavement Providing and laying Un reinforced cement concrete without Dowel bars including form work and expansion contraction & longitudional joints as per design and as per IRC 62-2014 over a prepared baseas per approved mixed design and finishing to lines and grade as per drawing for pavement thickness less than 200 mm in low volume roads
PCC Grade M 30 with minimum cementcontent @375 kg/ cum
3168
4391
13910688
... More
Construction of RCC open drain
(ii) Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications.
7830
2592
20295360
... More
Construction of RCC Drain/Cover/Chamber
(ii) 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
647.39
4146
2684078.94
... More
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
51.79
56301
2915828.79
... More
Retro- reflectrorized Traffic signs (Providing and fixing of retroreflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of retro-reflective type sheeting vide clause 801.3, fixed over aluminum sheeting of required thickness supported on a mild steel back frame of I.S.A. 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 I.R.C: 67-2012)
(C) Made of class-A High intensitySuper Engineering Grade Sheeting of Type II (for ODR & Village Road)
a) With Aluminium Sheeting of 2mm thickness
(i) 900 mm equilateral triangle
88
3831
337128
... More
800 mm x 600 mm rectangular
30
4507
135210
... More
Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorized sign as per IRC:67-2012 made of retro-reflective type sheeting and vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel back frame of ISA 40 x 40 x 5 mm, supported on a mild steel single angle iron post 75 x 75 x 6 mm, firmly fixed to the ground with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing)
( B) Made of class -B High Intensity Micro Prismatic Grade Sheeting of Type IV (for MDR)
7.56
10315
77981.4
... More
Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorized sign as per IRC:67-2012 made of retro-reflective type sheeting and vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm fixed on a mild steel frame of size 40 x 40 x 5 mm, supported on 2 Nos. mild steel angle iron post of size 75 x 75 x 6 mm, firmly fixed to the ground with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing)
(B) Made of Class-A High Intensity Micro Prismatic Grade Sheeting of Type IV (for MDR)
12
10372
124464
... More
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)
(i) 5th kilometer stone (precast)
4
2436
9744
... More
Ordinary Kilometer stone (Precast)
14
1460
20440
... More
Hectometer stone (Precast)
71
410
29110
... More
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.)
3412.5
707
2412637.5
... More
Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS:2062 Painted with one cast of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm bands of yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete.
104
1491
155064
... More
Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 meters (average lead 25 meters)
9780
44
430320
... More
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 . )
(A) 450 mm dia
1350
1769
2388150
... More
600 mm dia For field crossing
1212.5
2459
2981537.5
... More
Tree Guard with MS Angle Iron and Steel Wire (Providing andfixing tree guard 0.60 meter square, 2.00 meter high fabricatedwith MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm at100mm centre to centre and steel wire 3 mm dia. welded andfabricated as per design in two halves bolted together, fixed inground with P.C.C M-10 of dimensions 150x150x200mm.)
300
2430
729000
... More
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98-2011, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts , joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98-2011 and approved drawings.
(i) Single row for one utility service
350
553
193550
... More
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 including dewatering etc. complete
i) Upto 3m depth below av. GL (i) Ordanary Soil
1136.62
146
165946.52
... More
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
25.3
1234
31220.2
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
A Using concrete mixer
(i) PCC Grade M15
103.9
4613
479290.7
... More
PCC Grade M20
151.56
5247
795235.32
... More
RCC Grade M25
259.98
5979
1554420.42
... More
Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200
A Height upto 5.0 m
(a) Using Concrete mixer
(ii) PCC grade M-20
408.84
5551
2269470.84
... More
Height upto 5m (a) Using concrete Mixer
RCC Grade M20
10.3
5603
57710.9
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700(Newely laid concrete shall be coverd by gunny bags ) B) RCC Grade M 30 I For Solid Slab Super Structure (a) Using Concrete Mixe
15.6
6973
108778.8
... More
Supplying, fitting and placing HSD ( High Strength deformed steel)bar reinforcement in super-structure complete as per drawing and technical specifications
2.87
70101
201470.27
... More
Filler joint
B. Filler Joint Providing & fixing 20 mm thick compressible fiber board (12m long x 25 cm deep ) in expansion joint complete as perdrawing & Technical Specification.
12
1204
14448
... More
Providing and fixing in position tar paper bearing for slab as per approved drawings and specification
13.38
66
883.08
... More
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 specifications section 2706 and 2200
317.9
321
102045.9
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200
i) Granular material
943.87
905
854205.97
... More
Providing and laying of Filter media with granularmaterials/stone crushed aggregates satisfying therequirements laid down in clause 2504.2.2. of MORT&Hspecifications to a thickness of not less than 600 mm withsmaller size towards the soil and bigger size towards the walland provided over the entire surface behind abutment, wingwall and return wall to the full height compacted to a firmcondition complete as per drawing and technicalspecifications 710.1.4 of I.R.C. 78 and 2200.
520.04
1926
1001597.04
... More
Construction of embankment / sub grade with Material Obtained from Borrow Pits (Construction of embankment with approved material/selected soil having C.B.R. 5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
165
223
36795
... More
Granular Sub-base as per Table:- 400-1
Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401
b) For Sub-base cum drainage layer or upper sub-base with
ii) Grading-VI Material
56.26
1363
76682.38
... More
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 including dewatering etc. complete. Ordinary soil (i) Upto 3 m depth
3185.24
146
465045.04
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. (i) PCC Grade M15
2708.27
3768
10204761.36
... More
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 . ) D) 1000 mm dia.
400
5370
2148000
... More
Supplying, fitting and placing HSD (High Strength Deforme Steel) bar reinforcement in foundation complete as perdrawing and technical specifications as per section 1600.
13
68693
892940.31
... More
Supplying, fitting and placing HSD (High StrengthDeformed Steel) bars reinforcement in sub-structurecomplete as per drawing and technical specifications section1600 and 2200.
14.21
69002
980380.42
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed and as per clause 2504.
684.45
2079
1422971.55
... More
Providing and laying Pitching Stone/Boulder 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 as per clause 2504.
1026.67
2413
2477354.71
... More
Sub Divisional Officer
-
-
-
... More
Public Work Department
-
-
-
... More
Sub Division No. 1 Bilaspur
-
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements
Past BiddersThis list is curated from the bidders of the similar tenders in the past
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%