Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date10 Mar 2025
Closing Date1 Apr 2025
Tender Amount₹ 2,53,96,000
Costs
EMD
₹ 1,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
165731Tender No
165731Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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Construction of embankment / sub grade with Material Obtained from Borrow Pits (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 lead
18696.54
223
4169328.42
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Granular Sub- base as per Table :- 400-1 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 density, complete as per clause 401. A Plant mix method (with Mechanically crushed stone only) (a) For Lower Sub-base with (i)Grading-III Material
3165.45
1423
4504435.35
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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.)
2184.27
1434
3132243.18
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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.
8988.75
64
575280
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Tack coat Providing and applying tack coat with bitumen emulsion using pressure distributor on the prepared bituminous/ granular surface cleaned with mechanical broom and as per clause 503 of section 500 (ii) Granular surfaces treated with primes @ 0.30 kg /Sqm
8988.75
17
152808.75
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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%)
449.44
6255
2811231.56
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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 i) Type A ( 11.2 mm to 0.09 mm size aggregates
8988.75
163
1465166.25
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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 vibratory roller
1321.88
291
384667.08
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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)
2
1460
2920
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Hectometer stone (Precast)
9
410
3690
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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.
1000
2592
2592000
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Construction of RCC dain/Cover/Chamber
(ii) 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
75.6
4146
313437.6
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
4.54
56301
255381.34
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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 upto 3 m depth
411.47
146
60074.62
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Plain cement concrete complete as per drawing and Technical Specifications
A PCC Grade M 15
253.35
3768
954622.8
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Providing and laying Reinforced Cement Concrete pipe NP 4 / prestressed concrete pipe (Laying Reinforced cement concrete pipe NP4 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipe , excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
C 1000 mm dia
100
5370
537000
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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
347.33
905
314333.65
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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.
A Ordinary soil upto 3 m depth
251.09
146
36659.14
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Planin/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.A Using concrete mixer
(i) PCC Grade M 15
26.9
4613
124089.7
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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). A Height upto 5m
(a) Using concrete Mixer (ii) PCC Grade M20
330.74
5551
1835951.62
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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.
6.61
69002
456437.88
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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
297.6
321
95529.6
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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
132.93
1926
256023.18
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