Public Works Department Tender
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Public Works Department - PWD Tender
Bridge Construction
Civil And Construction
Opening Date15 Dec 2023
Closing Date2 Jan 2024
Tender Amount₹ 1,48,94,000
Costs
EMD
₹ 1,11,705Document Cost
₹ 311Tender Fee
Refer Documents
Description
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Contact
Tender Id
150100Bid Award Id
ViewTender No
150100Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. Using concrete mixer PCC Grade M15
58.56
270146
4613
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. Using concrete mixer RCC Grade M30
371
2223055
5992
Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.
32.44
2228400
68693
Taking exploratory boring 100 mm dia. at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-2014 and section 2400 of specifications for collection of samples at different depth (rock sample and undisturbed soil sample) and test including preserving core samples as per specifications. Upto 1.0 m below bed level
4
23804
5951
Taking exploratory boring 100 mm dia. at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-2014 and section 2400 of specifications for collection of samples at different depth (rock sample and undisturbed soil sample) and test including preserving core samples as per specifications. Beyond 1.0 m upto 5.0 m depth
16
20800
1300
Taking exploratory boring 100 mm dia. at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-2014 and section 2400 of specifications for collection of samples at different depth (rock sample and undisturbed soil sample) and test including preserving core samples as per specifications. Beyond 5.0 m depth
20
29500
1475
Providing and laying 1.5 m deep in rock and 1.5 m above rock 25 mm dia Tor Steel dowel bars in foundation including drilling 65mm dia bore hole in rock necessary bending, hooking,tying, reinforcement in position and grouting etc. complete as per drawings and specifications.
48
48720
1015
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
(a) Using concrete Mixer R.C.C. Grade M-30
113.02
719911
6370
Supplying, fitting and placing HSD (High StrengthDeformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200.
16.7
1152471
69002
Sand filling in wells complete as per drawing and technical specifications as per section 1210.
487.87
602034
1234
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags). RCC Grade M 30 For Solid Slab Super Structure Using Concrete Mixer Height upto 5m
278.01
1938572
6973
Supplying, fitting and placing HSD (High Strength
Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications
33.36
2338569
70101
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.
31.22
369811
11847
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion,complete as per approved drawings and technical specifications. (vide drawing No. SD/201, SD/304)
90
163710
1819
Drainage Spouts complete as per drawing and Technical specifications of section 2705
40
80280
2007
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700
22.1
98075
4437
Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical
specification and as per relevant sections 1500, 1600, 1700 and 2704
21
198807
9467
Painting on kerbs in black and yellow alternate bands including cost of material and labour complete as per drawings and specifications as per clause 803.With Road Marking Paint
92
5152
56
Providing and Fixing of Av. 20mm thick Granite plate including cutting and polishing and inscribed details as per approved drawing i/c engraving the matter as desired.
4
26400
6600
Testing of span of bridge for deflection due to live load with platform for loading arrangements, apparatus for measurement etc. complete as per drawing and specifications (As per IRC : SP-51)
77
65450
850
Filler jointProviding and fixing in position 20 mm thick premoulded joint filler ( 12 m long x 30 cm deep ) in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with
sealant complete as per drawing and technical specifications.
50.4
34423
683
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
A Using concrete mixer PCC Grade M20
39.2
205682
5247
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
68.8
381908
5551
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.
100
32100
321
Clearing Grass and Removal of Rubbish (clearing grass and removal of rubbish up to a distance of 50 meters outsite the periphery of the area)
0.05
671
13438
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 relevantclauses of section 300.
91
8645
95
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 compactedto meet requirement of table 300-2)
91
7280
80
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 slopeand compacting to meet requirement of table 300-2)
2500.55
557622
223
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 (i) Grading-V Material
93.62
128446
1372
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
Plant mix method (with Mechanically crushed stone only) (b)For Sub-base cum drainage layer or upper sub-base with (ii) Grading-VI Material
134.85
183800
1363
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 ofmixed Material by tipper site,layinginuniform 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.)
103.75
148777
1434
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.
375
24000
64
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
375
6375
17
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%)
18.75
117281
6255
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 )
375
54750
146
Construction of shoulder (Construction of shoulder as per clause 408 with selected soil from borrow pits borrow areas having CBR not less than 12 and shall have LL and PI not more than 25% and 6% respectivaly 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
22.5
6547
291
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