Public Works Department Tender
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
Civil And Construction
Bridge Construction
Opening Date6 Apr 2022
Closing Date28 Apr 2022
Tender Amount₹ 5,80,26,000
Costs
EMD
₹ 2,90,200Document 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
96772Bid Award Id
ViewTender No
96772Tender 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
4.1 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) "(b)" "For Sub-base cum drainage layer or upper sub-base with (i) Grading-V Material"
7962.54
10924605
1372
... 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.)
5137.13
7366644
1434
... 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.
18346.88
1174200
64
... 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
18346.88
311897
17
... More
Bituminous Macadam (Providing and laying bituminous macadam as per clause 504 with mixed prepared in minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction)
B With mechanical paver finisher
(ii) for Grading-II(19 mm nominal maximum size, bitumen content
3.40%)
917.34
5737962
6255
... More
Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
A With bitumen
(ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
18346.88
2678644
146
... 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. "
1522
3945024
2592
... 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
2885.63
799320
277
... 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)(ii) Ordinary Kilometer stone (Precast)
5
7300
1460
... More
Hectometer stone (Precast)
15
6150
410
... More
Providing and laying Reinforced Cement Concrete pipe NP 3 /
prestressed concrete pipe on first class bedding. (Laying
Reinforced cement concrete pipe NP3 /prestressed concrete pipe for
culverts on first class bedding of granular material including fixing
collar with cement mortar 1:2 but excluding excavation, protection
works, backfilling, concrete and masonry works in head walls and
parapets).
B 600 mm dia
75
196275
2617
... 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.)A Ordinary soil i) Upto 3 m depth
2042.26
298170
146
... 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.)
(I) Ordinary Soil
(i) Upto 3m. depth
150
21900
146
... More
Sand Filling in Foundation Trenches as per Drawing & Technical Specifications.
204.85
252787
1234
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsA Using concrete mixer
(i) PCC Grade M15
204.85
944982
4613
... More
PCC Grade M20
795.44
4173653
5247
... More
Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200A Height upto 5m
(a) Using concrete Mixer (ii) (P.C.C. M-20 )
890.48
4943054
5551
... More
Height upto 5m (a) Using concrete Mixer (i) (P.C.C. M-20 )
74.73
418723
5603
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700B RCC Grade M25
I For Solid Slab Super Structure (a) Using Concrete Mixer
(i) Height upto 5m
136.1
935960
6877
... More
Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.
6.41
440207
68693
... More
Supplying, fitting and placing HSD (High Strength
Deformed Steel) bars reinforcement in sub-structure
complete as per drawing and technical specifications section
1600 and 2200.
7.08
488578
69002
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
21.08
1478009
70101
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications as per relevant clause of section 2700.
26.7
316315
11847
... More
Providing and fixing in position tar paper bearing for slab as per approved drawings and specification.
68.4
4514
66
... More
Filler joint B Providing & fixing 20 mm thick compressible fiber board (12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification.
64.1
77176
1204
... 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
433.8
139250
321
... 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 Granular material
518.12
468899
905
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200
329.4
634424
1926
... More
Construction of granular sub-base by providing close 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 By Mix in place method Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively.
425.3
195638
460
... More
Plain cement concrete complete as per drawing and Technical Specifications
P.C.C grade M 15
106
399408
3768
... 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.
281.25
678656
2413
... 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.
196.88
409314
2079
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements