Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Drainage Work
Opening Date17 Jan 2025
Closing Date7 Feb 2025
Tender Amount₹ 6,48,40,000
Costs
EMD
₹ 3,24,202Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
164541Tender No
164541Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
... More
Construction of RCC Drain/Cover/Chamber
iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
100.59
56301
5663295
... More
4.15 Providing & laying precast interlocking concrete blocks of
minimum compressive strength of 300 kg/sq.cm and approved size ,
shape/ pattern over coarse sand bed of thickness upto 40 mm and
joints thick filled with fine sand including leveling with surface
vibrator, temping and sweeping etc. complete as per IRC-SP-63-2004.
B) 80mm thick Plain precast interlock concrete block
6612
732
4839984
... 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.
1322.4
2079
2749270
... More
3.20 Construction of RCC open drain
(i) Construction of RCC open drain 1.0m x 1.0m inside dimension
lined with 150 mm thick RCC M-20 walls, 150 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 10 mm dia horizontal bars @ 150
mm c/c and L-shaped 10 mm dia vertical bars @ 150 mm c/c
(L=1400 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.
1120
4905
5493600
... More
3.2 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 and
unloading with all lifts and lead upto 1000 meters as per relevant
clauses of section 300
82951.25
95
7880369
... More
Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having C.B.R.5 (unless specified otherwise in the contract) 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)
41475.63
80
3318050
... 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)
57455.63
223
12812605
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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
2585
1372
3546620
... More
4.10 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.)
2585
1434
3706890
... 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.
A With vibratory roller
1410
291
410310
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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.
12925
64
827200
... 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
12925
17
219725
... More
5.3 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)
A With sensor paver finisher
(ii) for Grading-II(19 mm nominal maximum size, bitumen content
646.25
6255
4042294
... More
5.8 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 )
12925
146
1887050
... 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) Ordinary Kilometer stone (Precast)
8
1460
11680
... More
Hectometer stone (Precast)
32
410
13120
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