Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date10 Mar 2025
Closing Date8 Apr 2025
Tender Amount₹ 18,91,89,000
Costs
EMD
₹ 5,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
165759Tender No
165759Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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3.2 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.
2589.43
95
245996
... More
3.14 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)
1294.72
80
103578
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4.1 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)
(b) For Sub-base Cum Drainage Layer or Upper Sub Base with
(I) Grading-V Material
21417.39
1372
29384659
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4.10 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 densityas per clause 406)
14922.12
1434
21398320
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5.1 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
53817.5
64
3444320
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5.2 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
53817.5
17
914898
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5.4 Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 40-60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505 complete in all respects.)
A With sensor paver finisher
(ii) for Grading-II(26.5 mm nominal size bitumen content 4.50%)
2690.87
8148
21925209
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5.5 Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects)
A With sensor paver finisher
(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %
1614.52
10092
16293786
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8.44 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.
(i) Single row for one utility service
350
553
193550
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3.20 Construction of R.C.C.open Drain
(ii) Construction of RCC open drain 0.6 m x 0.6 m 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.
700
2592
1814400
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3.25 Construction of RCC Drain/ 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
52.92
4146
219406
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(iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
4.23
56301
238356
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4.13 Construction of Shoulders (Construction of shoulders as per clause 407 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 4% camber ,watering rolling and royalty charges etc. complete.
With Smooth wheeled roller
6840
277
1894680
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8.14 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)
(Village road & ODR road)
(i) 5th kilometer stone (pre-cast)
3
2436
7308
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Ordinary Kilometer stone (Pre-cast)
8
1460
11680
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Hectometer stone (Pre-cast)
41
410
16810
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4.17. Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M-20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation.'complete. The construction and placement of the delineator must be as per lRC:79
160
431
68960
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Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200.
B Granular courses
16.2
390
6318
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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
(i) Lime / Cement Concrete
B Cement Concrete Grade M-15 & M-2
1846.8
348
642686
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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
180
400
72000
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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
2506.71
146
365980
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Plain cement concrete complete as per drawing and Technical Specifications
PCC Grade M 15
3251.39
3768
12251235
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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
90
5370
483300
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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
1862.79
905
1685822
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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)
810
223
180630
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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)
(b) For Sub-base cum drainage layer or upper sub-base with
253.13
1363
345009
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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 and as per clause 2504.
337.5
2079
701663
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Providing and laying Pitching Stone/Boulder 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 clause 2504.
372.06
2413
897781
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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 (i) upto 3 m depth
4175.5
146
609622
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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 )
1195.1
29
34897
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Ordinary rock (not requiring blasting)
298.7
246
73480
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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 )
261.98
49
12889
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Sand Filling in Foundation Trenches as per Drawing & Technical Specification
636.33
1234
785235
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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
527.32
4613
2432522
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PCC Grade M20
810.79
5247
4254210
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RCC Grade M25
1056
5979
6313824
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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.
57.88
68693
3975723
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Providing and laying Plain/Reinforced cement concrete insub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags).
A Using concrete mixer
(i) PCC Grade M20
1717.61
5551
9534460
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Height upto 5m
(a) Using concrete Mixer
(i) R.C.C. Grade M-20
48.33
5603
270782
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D Height upto 5m
(ii) R.C.C. Grade M-25
567
6339
3594213
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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).
B RCC Grade M 30
I For Solid Slab Super Structure
(a) Using Concrete Mixer
(i) Height upto 5m
221.22
6973
1542567
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RCC Grade M25
I For Solid Slab Super Structure
(a) Using Concrete Mixer
(ii) Height 5m to 10m
171.76
7164
1230453
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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
42.87
70101
3005438
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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.
52.35
11847
620162
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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)
202.8
1819
368893
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Drainage Spouts complete as per drawing and Technical specifications of section 2705
22
2007
44154
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700
30
4437
133110
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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
60
9467
568020
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Providing and fixing in position tar paper bearing for slab as per approved drawings and specification.
52
66
3432
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Filler joint B Providing & fixing 20 mm thick compressible fiber board (12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification.
193.33
1204
232772
... More
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.
46.04
69002
3177167
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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
119.52
2413
288402
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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.
352.8
2079
733471
... More
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.
A Stone/Boulder
705.6
2413
1702613
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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
1528.94
905
1383695
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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.
2543.6
321
816496
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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)
630
223
140490
... More
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)
(b) For Sub-base cum drainage layer or upper sub-base with
196.88
1363
268345
... More
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.
1224.4
1926
2358194
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