Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Opening Date14 Oct 2024
Closing Date22 Oct 2024
Tender Amount₹ 20,00,000
Costs
EMD
₹ 15,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
159516Tender No
159516Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
Stone pitching/ dry stone spalls.
29.12
165
4804.8
Dismantling of flexible pavements and disposal of dismantledmaterials up to a lead of 1000 meters, stacking serviceable and
unserviceable materials separately and as per relevant clauses
of section-200.
-
-
-
Bituminous courses
25.1
542
13604.2
Granular courses
40
390
15600
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 layers
with paver in sub- base / base course on well prepared surface andcompacting with vibratory roller to achieve the desired density as per clause 406.)
90
1434
129060
Prime coat (Providing and applying primer coat with oil basedbitumen emulsion (SS-1, grade confirming to IS:8887) on prepared
surface 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.
580
64
37120
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 with
mechanical broom and as per clause 503.
-
-
-
(i) Bituminous surface @ 0.25 kg /Sqm
170
15
2550
(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm
590
17
10030
Bituminous Macadam (Providing and laying bituminous macadamas 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)
-
-
-
With mechanical paver finisher
-
-
-
for Grading-II(19 mm nominal maximum size, bitumen content 3.40%)
38.2
6255
238941
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 surfacingmaterial of 20 mm thickness using bitumen to the required line,grade and level to serve as wearing course on a previously preparedbase, including mixing in a suitable plant, laying and rolling with aSmooth wheeled roller 8-10 tonne capacity, and finishing to required
level and grade, complete as per clause 508)
-
-
-
With mechanical paver finisher
-
-
-
With bitumen
-
-
-
Type B ( 13.2 mm to 0.09 mm size aggregates )
625
146
91250
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
-
-
-
Upto 3 m depth
90
146
13140
Sand Filling in Foundation Trenches as per Drawing & Technical Specifications.
28
1234
34552
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
Using concrete mixer
-
-
-
PCC Grade M20
27.76
5247
145656.72
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).
Height upto 5m
-
-
-
Using concrete Mixer
P.C.C. Grade M-20
31.46
5551
174634.46
Repair of R.C.C. railing : Carrying out repair of RCC M-30 railing to bring it to the original shape
132.1
129
17040.9
Repair of steel railing: Repair of steel railing to bring it to the original shape ( It is assumed that damage to the steel railing is to the extent of 10 percent. )
48.1
282
13564.2
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section-200.
-
-
-
In area of light jungle
1.32
40680
53697.6
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 up to 1000 meters and as per relevant clauses of section-200 in
-
-
-
Removing all type of hume pipes and stacking within a lead up to 1000 meters including earthwork and dismantling of masonry works around pipes.
Up to 1000 mm dia
30.1
400
12040
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.
-
-
-
With smooth wheeled roller
301.53
277
83523.81
Making Tree Guard 53 cm dia. and 1.3 m high as per design from empty bitumen drum (Making tree guard 53 cm dia. and 1.3 m high as per design from empty bitumen drum, slit suitably to permit sun and air, (supplied by the department at stock issue rate) including providing and fixing 2 nos. MS sheet rings 50 x 0.5 mm with rivets, complete in all respect)
24
360
8640
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.
134.2
95
12749
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 as per section 2504.
15.26
2079
31725.54
Grouting with C.M. 1:4 in Pitching as per drawing and technical specification.
8.17
1000
8170
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specifications and as per clauses of section 1500,1700 and 2100.
-
-
-
Random Rubble Masonry Coursed / uncoursed
10.35
3960
41001.84
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications as per section 1300 and 2200.
18.27
5355
97835.85
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
Lime / Cement Concrete
-
-
-
Cement Concrete Grade M-15 & M-20
17.3
348
6020.4
Stone Masonry
-
-
-
Boulders laid in wire crates including opening of crates and stacking dismantled materials.
17.3
187
3235.1
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
71.31
905
64535.55
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H 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.
28.21
1926
54332.46
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification as per relevant clauses of section 2503
49.23
2413
118795.85
Providing and laying Pitching 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 section 2504.
-
-
-
Stone/Boulder
20.42
2413
49273.46
Add extra to item above if fly ash brick work are used.
20.42
536
10945.12
Plastering with cement mortar (1:3) on brick work in substructure as per Technical specifications section 1300 and 2200.
174.2
110
19162
Stone masonry work in cement mortar 1:3 for
substructure complete as per drawing and Technical Specifications section 1400 and 2200.
-
-
-
Random Rubble Masonry
10.95
3968
43449.6
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)
668
44
29392
Construction of RCC Drain/Cover/Chamber
-
-
-
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
18.47
4146
76576.62
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
1.3
56301
73191.3
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 . )
-
-
-
600 mm dia
60.2
2459
148031.8
Providing 1st class bedding below pipes with graded sand or other granular materials passing through 5.6 mm sieve as per clause 2904.
11.9
759
9032.1
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