Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Opening Date7 Mar 2025
Closing Date28 Mar 2025
Tender Amount₹ 2,34,97,000
Costs
EMD
₹ 1,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
165626Tender No
165626Tender 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 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.
375
2592
972000
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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
48.15
4146
199630
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
2.41
56301
135685
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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)
For Sub-base cum drainage layer or upper sub-base with Grading-V Material
2171.4
1372
2979161
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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.)
1231.65
1434
1766186
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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
811.13
277
224683
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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.
198
431
85338
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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.
4398.75
64
281520
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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
4398.75
17
74779
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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%)
219.94
6255
1375725
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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 )
4398.75
146
642218
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Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601.)
75
2332
174900
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Providing and laying un-reinforced Cement Concrete without Dowel bars including formworks and expansion contraction & longitudinal joints as per design and as per IRC-62-2014, over a prepared base a per approved mix design and finishing 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
150
4391
658650
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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)
Made of Class-A High Intensity Super Engineering Grade Sheeting of Type II ( for-ODR & Village Roads)
With Aluminum Sheeting of 1.5 mm thikness
600 mm equilateral triangle
3
2506
7518
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600 mm circular
1
3184
3184
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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 and 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 40x40x5 mm, supported on a mild steel 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)
Made of Class-A High Intensity Micro Prismate Grade Sheeting of Type-I( For ODR & Village Roads)
0.9
7970
7173
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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)
3.6
8115
29214
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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.)
138
707
97566
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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)
5
410
2050
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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
928.74
146
135596
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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). 450 mm dia
15
1893
28395
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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
20
2459
49180
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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
80
5370
429600
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Providing 1st class bedding below pipes with graded sand or other granular materials passing through 5.6 mm sieve as per clause 2904.
19.12
759
14512
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Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15
513.54
3768
1935019
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PCC Grade M 20
830
4174
3464420
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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.
75
2413
180975
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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.
45
2079
93555
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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
110.84
146
16183
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Sand Filling in Foundation Trenches as per Drawing & Technical Specifications.
60.5
1234
74657
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
Using concrete mixer
PCC Grade M15
17.29
4613
79759
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PCC Grade M20
66.34
5247
348086
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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
56.26
5551
312299
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Height upto 5m
Using concrete Mixer R.C.C. Grade M-20
6.13
5603
34346
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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
778.8
321
249995
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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.
29.04
1926
55931
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Providing and fixing in position tar paper bearing for slab as per approved drawings and specification.
4.5
66
297
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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 M25
For Solid Slab Super Structure Using Concrete Mixer
Height upto 5m
8.1
6877
55704
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.42
70101
99543
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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.
4.5
1204
5418
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S.D.O.
P.W.D. Sub Division Kawardha
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