Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Opening Date19 Dec 2024
Closing Date1 Jan 2025
Tender Amount₹ 1,65,82,000
Costs
EMD
₹ 1,24,365Document 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
163013Tender No
163013Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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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)
5316.19
250
1329048
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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)
160.6
80
12848
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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 desired density, complete as per clause 401 Plant mix method (with Mechanically crushed stone only) For Sub Base Cum drainage layer or upper sub base with For grading- VI Material
1278.74
1363
1742923
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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.)
822.76
1434
1179838
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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 @0.85kg/sqm
3442.5
64
220320
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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
3442.5
17
58523
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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) for (B)With mechanical paver finisher (ii) Grading-II (19 mm nominal maximum size, bitumen content 3.40%)
172.13
6255
1076674
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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) With mechanical paver finisher (A) With bitumen (ii)Type B ( 13.2 mm to 0.09 mm size aggregates )
3442.5
146
502605
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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, compacting. watering rolling and royalty charges etc. complete. With smooth wheeled roller
546.75
277
151450
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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.
100
2592
259200
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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
6.3
4146
26120
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
0.32
56301
17735
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Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS:2062 Painted with one cast of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm bands of yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete.
16
1491
23856
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary Kilometer Stone (precast)
2
1460
2920
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Hectometer Stone (precast)
4
410
1640
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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 rectro reflective type sheeting vide clause 801.3, fixed over aluminum sheeting of rfequired thickness supported on a mild steel 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 Sings and supports as per clause 7.2 of IRC: 67 - 2012 )
C) Made of Class –A High Intensity Super Engineering Grade sheeting of Type II (for ODR & Village Roads) (a) With Aluminum Sheeting of 2 mm thickness (i) 900 mm equilateral triangle
6
3831
22986
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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 rectro reflective type sheeting vide clause 801.3, fixed over aluminum sheeting of rfequired thickness supported on a mild steel 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 Sings and supports as per clause 7.2 of IRC: 67 - 2012 )
C) Made of Class –A High Intensity Super Engineering Grade sheeting of Type II (for ODR & Village Roads) (a) With Aluminum Sheeting of 2 mm thickness (i) 900 mm high octagon
1
5671
5671
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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 rectro reflective type sheeting vide clause 801.3, fixed over aluminum sheeting of rfequired thickness supported on a mild steel 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 Sings and supports as per clause 7.2 of 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 thickness (ii) 600mm Circular
4
3184
12736
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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 rectro reflective type sheeting vide clause 801.3, fixed over aluminum sheeting of rfequired thickness supported on a mild steel 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 Sings and supports as per clause 7.2 of 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 thickness (v) 600 mm x 500 mm rectangular
9
3273
29457
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Direction and Place Identification signs upto 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 not exceeding 0.9 sqm and fixed on a mild steel back frame of ISA 40 x 40x 5 mm, supported on a mild steel single angle iron post of size 75 x 75 x 6 mm,firmly fixed to the ground with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing)
C) Made of Class -A High Intensity Micro Prismatic Grade Sheting of Type I (for ODR & Village Roads)
1.8
7970
14346
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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 and 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 40 x 40 x 5 mm,supported on a 2 Nos.mild steel angle iron post 75mm x 75mm x 6mm, 2 Nos. firmly fixed to the ground with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing)
(C) Made of Class -A High Intensity Micro Prismatic Grade Sheting of Type I (for ODR & Village Roads)
2.16
8115
17529
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Providing & Fixing Delineator made of M.S. Hollow Rectangular Pipe (Conforming to IS: 4923) of cross section 96mmx 48mm of 1.20 meter length. The top of the hollow pipe, welded and closed with 16 gauge M.S. Sheet. The height of the Delineator above ground level should be between 0.8 meter and 1.0 meter. The bottom of the delineator should be provided with holdfast of length 15cm on each side. Delineator should be painted with coat of Zinc Chromate stoving Prime and two coats of Black Stove Enamel (Oven Baked) paint with 3nos. 15 cm bands of white Retro-reflective Sheeting of Engineering Grade pasted around the pipe and 2 Nos. High intensity Grade Retro-reflective Sheeting of size 8 cm x 10cm pasted on the top of each side of Delineator and treated With HLVA & fixing the same in M-15 grade concrete block of size 30x30x30cms including transportation etc. complete. The construction and placement of the delineator must be as per IRC: 79.
36
1913
68868
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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.
104
431
44824
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Providing and laying Reinforced Cement Concrete pipe NP 3 / 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). B 600 mm dia
45
2617
117765
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Providing and laying Reinforced Cement Concrete pipe NP 3 / 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
30
5370
161100
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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
179.7
146
26237
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Plain cement concrete in sub-structure complete as per drawing and Technical Specifications
(i) PCC Grade-M15
131.12
3768
494061
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical pecification including trimming of slopes to proper profile and preparation of bed and as per clause 2504.
19.98
2079
41539
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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.
29.97
2413
72318
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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 3M depth
658.67
146
96166
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Sand filling in foundation treanches as per Drawing and Technical specification
51.5
1234
63551
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. (A) Using concrete Mixer (i) P.C.C. Grade M-15
52.3
4613
241260
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. (A) Using concrete Mixer (ii) P.C.C. Grade M-20
390.69
5247
2049951
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. (A) Using concrete Mixer (vi) P.C.C. Grade M-25
59.7
5979
356947
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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.
6.9
68693
473776
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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 (A) Height upto 5m (a) Using concrete Mixer (ii) P.C.C. Grade M-20
205.03
5551
1138122
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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 (D) Height upto 5m (a) Using concrete Mixer (i) RCC Grade M20
25.92
5603
145230
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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 (D) Height upto 5m (a) Using concrete Mixer (ii) RCC Grade M25
55.5
6339
351815
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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.
7.41
69002
511650
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Furnishing and placing Reinforced/ prestressed cement concrete in super structure as per drawing and technical specification section 1500, 1600 and 1700 (B) R.C.C. Grade M30 (I) For solid slab super structure (a) Using Concrete Mixer (i) Height upto 5m
80.75
6973
563070
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Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications.
8.08
70101
566417
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Filler joint
Providing and fixing 20mm thick compressible fibre board (12 m long x 25 cm deep) in expansion joint complete as per drawing specification
18
1204
21672
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Providing and fixing in position tar paper bearing for slabs per approved drawing & conforming
20
66
1320
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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.
10.5
11847
124394
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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 structuree with slope of 1V:20H towards drawing force. Complete as per drawing and technical specifications section 2706 and 2200.
211.85
321
68004
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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) Grannular material
231.54
905
209544
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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.
132.96
1926
256081
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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)
52
1819
94588
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Drainage Spouts complete as per drawing and Technical specifications of section 2705
4
2007
8028
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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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SUB DIVISIONAL OFFICER PWD Sub Div. No.-4(Aarang) Raipur
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-
-
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Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS:2062 Painted with one cast of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm bands of yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete.
72
1491
107352
... More
Retro- reflectrorized Traffic signs (Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of rectro reflective type sheeting vide clause 801.3, fixed over aluminum sheeting of rfequired thickness supported on a mild steel 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 Sings and supports as per clause 7.2 of IRC: 67 - 2012 )
C) Made of Class - A High Intensity Super Engineering Grade Sheeting of Type II ( for ODR& Village Roads) (a) With Aluminum Sheeting of 2 mm thickness (i) 900 mm equilateral triangle
16
3831
61296
... More
900 mm high octagon
4
5671
22684
... More
Retro- reflectrorized Traffic signs (Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of rectro reflective type sheeting vide clause 801.3, fixed over aluminum sheeting of rfequired thickness supported on a mild steel 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 Sings and supports as per clause 7.2 of 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 thickness (ii) 600 mm circular
17
3184
54128
... More
600 mm x 500 mm rectangular
35
3273
114555
... More
Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorized sign as per IRC:67-2012 made of rectro reflective type sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm and fixed on a mild steel frame of soze 40x40x5mm, supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing) Made of Class-A High Intensity Microprismatic Grade sheeting of type I (For ODR & Village road)
8
7970
63760
... More
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 encapsulated lens type reflective 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 soze 40x40x5mm, supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing) Made of Class-A High Intensity Microprismatic Grade sheeting of type I (For ODR & Village road)
10.8
8115
87642
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