Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date5 Mar 2025
Closing Date26 Mar 2025
Tender Amount₹ 2,12,78,000
Costs
EMD
₹ 1,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
165477Tender No
165477Tender 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 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)
17295.25
223
3856840.75
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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)
(a) For Lower Sub-base with
(i) Grading-III Material
2644.83
1423
3763593.09
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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.)
1580.11
1434
2265877.74
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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.
6502.5
64
416160
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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
6502.53
17
110543.01
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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%)
325.13
6255
2033688.15
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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
(II) Type B ( 13.2 mm to 0.09 mm size aggregates )
6502.5
146
949365
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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)
(ii) P.C.C. M-15
3695
90
332550
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Providing and laying un reinforced cement concrete without Dowel bars including formwork and expansion contraction & longitudional joints as per design and as per IRC -62-2014 over a prepared base a per approved mix design and finishinf to lines and grade as per Drawing for pavement thickness less than 200mm in low volume Roads . PCC grade M30 with minimum cement content @ 375kg/cum
168.75
4391
740981.25
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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.
B With smooth wheeled roller
1082.81
277
299938.37
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Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98- 2011, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts , joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per
IRC:98-2011 and approved drawings.
(1) Single row for one utility service
105
553
58065
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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 . )
B 600 mm dia
45
2459
110655
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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)
3
1460
4380
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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)
(iii) Hectometer stone (Precast)
8
410
3280
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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 atter, dressing of sides and bottom and backfilling with approved material including dewatering etc. complete.
I. Ordinary soil
(i) upto 3m. depth
729
146
106434
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
A. Using concrete mixer
(i) PCC Grade M15
72.9
4613
336287.7
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
A. Using concrete mixer
(vi) RCC Grade M25
127.57
5979
762741.03
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Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.
10.2
68693
700668.6
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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) P.C.C. Grade M-20
224.78
6339
1424880.42
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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.
17.98
69002
1240655.96
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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.
(i) Granular material
417.87
905
378172.35
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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 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.
364.5
1926
702027
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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 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200.
79.15
321
25407.15
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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.)
Ordinary soil
Up to 3 m depth
143.07
146
20888.22
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Plain cement concrete complete as per drawing and Technical Specifications.
PCC Grade M 15
96.15
3768
362293.2
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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 . ) D 1000 mm dia
30
5370
161100
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