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₹ 7,86,80,000
Costs
EMD
₹ 3,94,000Document 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
165571Tender No
165571Tender 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)
31590.73
223
7044733
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Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R.8 (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)
41503.39
250
10375848
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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) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
5361.24
80
428899
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Compacting Original Ground
Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.
13944
28
390432
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Construction of RCC Drain/Cover/Chamber Excavation for drain (Earth work in excavation for drain/chamber 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.)
912
140
127680
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Construction of RCC drain/chamber cover, 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
363.38
4146
1506553
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
11.99
56301
674993
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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 Sub-base cum drainage layer or upper sub-base with (i) Grading-III Material
9617.58
1423
13685815
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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
Plant mix method (with Mechanically crushed stone only) (b) For Sub-base cum drainage layer or upper sub-base with (ii) Grading-VI Material
272.84
1363
371881
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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.)
6506.32
1434
9330069
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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
4252.5
277
1177943
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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.
700
431
301700
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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.
on WBM/WMM surface @0.85 Kg/sqm.
26775
64
1713600
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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.
granular surfaces treated with primes @ 0.30 kg / Sqm
26775
17
455175
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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%)
1338.75
6255
8373881
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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 )
26775
146
3909150
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Retro- reflectrorized Traffic signs (Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of retro-reflective type sheeting vide clause 801.3, fixed over aluminum sheeting of required thickness supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and painting all components of the signs and supports as per clause 7.2of IRC:67-2012)
(C) Made of Class-A High Intensity Super Engineering Grade Sheeting of Type II ( for-ODR & Village Roads) (b) With Aluminum Sheeting of 1.5 mm thikness (i)600 mm equilateral triangle
21
2506
52626
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600 mm circular
21
3184
66864
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Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorized sign as per IRC:67-2012 made of retro-reflective type sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm and fixed on a mild steel frame of size 40x40x 5 mm, suppoted on 2 Nos. mild steel angle iron posts of size 75mm x 75mm x 6mm, firmly fixed to the ground with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing)
Made of Class-A High Intensity Micro Prismate Grade Sheeting of Type-I( For ODR & Village Roads)
40.32
8115
327197
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.)
232.1
707
164095
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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) 5th Kilometer Stone(Precast)
1
2436
2436
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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) Ordinary Kilometer Stone(Precast)
6
1460
8760
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Hectometer stone (Precast)
29
410
11890
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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
236.69
146
34557
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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 . ) 600 mm dia
255
2459
627045
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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 . ) 1000 mm dia
10
5370
53700
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Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15
413.79
3768
1559161
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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.
151.88
2413
366486
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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.
101.25
2079
210499
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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 upto 1000 meters and as per relevant clauses of section-200 in Lime / Cement Concrete Cement Concrete Grade M-15 & M-20
125.38
348
43632
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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
15
400
6000
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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
1715.47
146
250459
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Sand Filling in Foundation Trenches as per Drawing & Technical Specifications.
194.35
1234
239828
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. Height Upto 5m
Using concrete mixer
PCC Grade M15
129.59
4613
597799
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PCC Grade M20
783.98
5247
4113533
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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.
4.06
68693
278550
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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
Height upto 5m
Using concrete Mixer P.C.C. Grade M-20
657.02
5551
3647118
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Height upto 5m
Using concrete Mixer R.C.C. Grade M-20
53.27
5603
298472
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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.
8.13
69002
560710
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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
555.8
321
178412
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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
345.87
905
313012
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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.
275.32
1926
530266
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Providing and fixing in position tar paper bearing for slab as per approved drawings and specification.
54
66
3564
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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 RCC Grade M30
For Solid Slab Super Structure Using Concrete Mixer
Height upto 5m
139.95
6973
975836
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
14.65
70101
1026629
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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.
12.3
11847
145718
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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)
37.6
1819
68394
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Drainage Spouts complete as per drawing and Technical specifications of section 2705
2
2007
4014
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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
15
4437
66555
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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
30
9467
284010
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Filler joint
Providing & fixing 20 mm thick compressible fiber board (12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification.
59.2
1204
71277
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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. Stone/ Boulder
10.34
2413
24950
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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.
5.16
2079
10728
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S.D.O P.W.D. Sub Division A-Chowki
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