Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Opening Date8 Nov 2024
Closing Soon25 Nov 2024
Tender Amount₹ 25,00,000
Costs
EMD
₹ 18,750Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
160979Tender No
160979Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
For Sub-base cum drainage layer or upper sub-base with
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-
Grading-III Material
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For Sub-base cum drainage layer or upper sub-base with
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-
Grading-V Material
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-
-
Grading-III Material
28.13
1423
40022
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 layerswith paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.)
46.88
1434
67219
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.
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-
-
on WBM/WMM surface @0.85 Kg/sqm
187.5
64
12000
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.
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-
-
Granular surfaces treated with primes @ 0.30 kg /Sqm
187.5
17
3188
Bituminous surface @ 0.25 kg /Sqm
187.5
15
2813
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)
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-
With mechanical paver finisher
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-
for Grading-II(19 mm nominal maximum size, bitumen content 3.40%)
9.38
6255
58641
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
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-
With mechanical paver finisher
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With bitumen
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Type B ( 13.2 mm to 0.09 mm size aggregates )
187.5
146
27375
Construction of Embankment with Material Deposited from Roadway Cutting (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 table 300-2)
22.5
223
5018
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.
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-
With smooth wheeled roller
22.5
277
6233
Construction of RCC Drain/Cover/Chamber
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-
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.)
140.8
140
19712
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
43.56
4146
180600
Supplying, Fitting and Placing un-coated HYSD bar
Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
56301
2
135122
Plain cement concrete complete as per drawing and Technical Specifications
-
-
-
PCC Grade M 15
21.12
3768
79580
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 upto 1000 meters
and as per relevant clauses of section-200 in
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Lime / Cement Concrete
29.81
348
10372
Cement Concrete Grade M-15 & M-20
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F. Wall
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Removing all type of hume pipes and stacking within a lead upto 1000 meters including earthwork and dismantling of
masonry works around pipes.
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Up to 1000 mm dia
7.5
400
3000
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.)
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Ordinary soil
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Up to 3 m depth
39.05
146
5701
Plain cement concrete complete as per drawing and Technical
Specifications
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-
PCC Grade M 15
6.34
3768
23874
PCC Grade M 20
41.1
4174
171599
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 . )
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-
-
1000 mm dia
7.5
5370
40275
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)
730
223
162790
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.
12
2079
24948
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.
18
2413
43434
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.
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-
Ordinary soil
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Upto 3 m depth
74.4
146
10862
Ordinary rock (not requiring blasting)
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-
Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition )
42.6
295
12576
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
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-
Using concrete mixer
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PCC Grade M15
14.2
4613
65505
PCC Grade M20
90.98
5247
477346
Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags).
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Height upto 5m
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Using concrete Mixer
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-
P.C.C. Grade M-20
51
5551
283101
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 1 V: 20 H towards drawing face. Complete as
per drawing and Technical specifications section 2706 and 2200.
120
321
38520
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
258.6
905
234033
Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)
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-
-
P.C.C. M-10
12.6
2789
35141
P.C.C. M-15
12.6
3695
46557
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.
14.06
11847
166598
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