Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date7 Mar 2025
Closing Date28 Mar 2025
Tender Amount₹ 5,63,16,000
Costs
EMD
₹ 2,81,583Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
165624Tender No
165624Tender 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 Deposited from Roadway Cutting (Construction of embankment with approved materials having C.B.R.5 (unless specified otherwise in the contract) deposi ted at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
4076.65
80
326132
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Granular Sub-base as per Table:-400-1 Construction of granular sub-base by providing aded 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)(i) Grading-V Material Sub base layer
5373.98
1423
7647174
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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.)
2755.39
1434
3951229
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Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBRnot 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
1659.38
277
459648
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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
11339.06
64
725700
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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
11339.06
17
192764
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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)BWith mechanical paver finisher(ii) for Grading-II(19 mm nominal maximum size, bitumen content 3.40%)
566.95
6255
3546291
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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)B II. With mechanical paver finisherii) Type B ( 13.2 mm to 0.09 mm size aggregates )
11339.06
146
1655503
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6.6 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) (i) P.C.C. M-10
506.25
2789
1411931
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(i) P.C.C. M-10
247.59
3695
914845
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Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base, coarse and fine aggregate conforming to IS:383, and graded as per table 600-3, mixed as per approved mix design at site, laid, spread, vibrated, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, de-bonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per clause 602.)(ii) With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum.
606
4750
2878500
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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 C Pre-stressed / Reinforced cement concrete grade M-20 &
above
154.5
908
140286
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1.1 Transportation of metal i/c loading & unloading
i) For a lead upto 1 Km. Cum. 92.00
154.5
92
14214
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ii) Beyond 1 Kms. and upto 10 Kms.(Add extra for every 1 Km.)
154.5
20
3090
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Kilo Meter Stone (Reinforced cement concrete M15grade kil ometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)(i)Ordinary Kilometer stone (Precast)
5
1460
7300
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Hectometer stone (Precast)
12
410
4920
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Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per clause 807)
280
384
107520
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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.
1224.5
2592
3173904
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(ii) Construction of RCC dain/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
162
4146
671652
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
14.58
56301
820869
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Providing and laying Reinforced Cement Concrete pipe NP 4 / prestrssed concrete pipe on first class bedding (Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 and bedding aas per clause 2904 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) A600 mm dia
110
2863
314930
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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.i Ordinary soil (i) Upto 3 m depth
1531.95
146
223664.7
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Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition )
259.14
29
7566.89
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II Ordinary rock (not requiring blasting)
129.59
246
31878.4
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Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition )
129.59
49
6375.68
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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
293.57
4613
1354233.8
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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 M20
412.65
5247
2165174.55
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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 9i)P.C.C. Grade M-20
400.18
5551
2221399.18
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A Height upto 5m (a) Using concrete Mixer (i) P.C.C. Grade M-15
151.04
4880
737075.2
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D)Height upto 5m (a)Using concrete Mixer 9i)P.C.C. Grade M-20
574.85
5603
3220862.14
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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.
5.1
69002
352117.21
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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.Both faces Skinreinforcement @ 10 kg / Cum.
1.92
68693
132165.33
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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
877.9
321
281805.9
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2.4 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 B Cement Concrete Grade M-15 & M-20
36
348
12528
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ix) Removing all type of hume pipes and stacking within a lead up
to 1000 meters including earthwork and dismantling of masonry
works around pipes.
A Up to 1000 mm dia
30
400
12000
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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
94.75
1926
182488.5
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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
1525.54
905
1380610.08
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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). A RCC Grade M25 (I)For Solid Slab Super Structure (a) Using Concrete Mixer (i)Height upto 5m
155.93
6877
1072330.61
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Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications
53.44
70101
3746337.64
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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.
18.5
11847
219216.89
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Providing 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.
8.4
683
5737.2
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Providing and filling joint sealing compound ( 12 m long x 100 mm wide x 10 mm deep recess) as per drawings and technical specifications with coarse sand and 6% bitumen by weight
8.4
220
1848
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Providing and filling joint sealing compound ( 12 m long x 100 mm wide x 10 mm deep recess) as per drawings and technical specifications with coarse sand and 6% bitumen by weight
18.9
1204
22755.6
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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)
300
223
66900
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Drainage Spouts complete as per drawing and Technical specifications of section 2705
16
2007
32112
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4.6 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)
49.2
1819
89494.8
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4.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700
4.5
4437
19966.5
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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
11.25
9467
106503.75
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Providing and fixing in position tar paper bearing for slab as per approved drawings and specification.
16.8
66
1108.8
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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. Ordinary soil Upto 3 m depth
350.74
146
51208
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Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15
35.92
3768
135347
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PCC Grade M 20
249.61
4174
1041872
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Providing and laying Reinforced Cement Concrete pipe NP 4 / prestressed concrete pipe on first class bedding. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets). D)1000 mm Dia
90
6767
609030
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