Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Opening Date8 Jan 2025
Closing Date28 Jan 2025
Tender Amount₹ 60,00,000
Costs
EMD
₹ 45,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
163701Tender No
163701Tender 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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Providing and fixing un-polished 45mm to 50mm thick RAJIM SAND STONE in floors laid on sand bed of average thickness 50mm and pointing with cement mortar 1:3 (1 cement : 3 coarse sand) including finishing complete.
6281.25
280
1758750
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Providing and fixing in position welded steel wire fabric to concrete/ wooden/ angle iron posts including securing and screwing with G.I. tying wire, G.I. staples, G.I.U-nails or steel pins etc., complete
-
-
-
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Aperture 75x25mm
182
551
100282
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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
-
-
-
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Lime / Cement Concrete
-
-
-
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Lime Concrete, cement concrete grade M-10 and below
1
294
294
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Cement Concrete Grade M-15 & M-20
1
348
348
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Pre-stressed / Reinforced cement concrete grade M-20 & above
1
908
908
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Removing all type of hume pipes and stacking within a lead up to 1000 meters including earthwork and dismantling of masonry works around pipes.
-
-
-
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Up to 1000 mm dia
5
400
2000
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Above 1000 mm dia
5
531
2655
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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.
-
-
-
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Bituminous courses
1
542
542
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Granular courses
1
390
390
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Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead upto 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200.
1
1104
1104
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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.
5
95
475
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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)
15
223
3345
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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)
10
250
2500
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Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 meters (average lead 25 meters)
10
44
440
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Construction of RCC open drain
-
-
-
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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.
10
2592
25920
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Construction of RCC Drain/Cover/Chamber
-
-
-
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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.)
10
140
1400
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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
2
4146
8292
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
1
56301
56301
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Granular Sub-base as per Table:- 400-1
-
-
-
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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
-
-
-
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Plant mix method (with Mechanically crushed stone only)
-
-
-
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For Lower Sub-base with
-
-
-
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Grading-III Material
5
1423
7115
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Grading-IV Material
5
1458
7290
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For Sub-base cum drainage layer or upper sub-base with
-
-
-
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Grading-V Material
5
1372
6860
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Grading-VI Material
5
1363
6815
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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.)
5
1434
7170
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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
50
277
13850
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Providing & laying precast interlocking concrete blocks of minimum compressive strength of 300 kg/sq.cm and approved size , shape/ pattern over coarse sand bed of thickness upto 40 mm and joints thick filled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63-2004.
-
-
-
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60mm thick Plain precast interlock concrete block
6
497
2982
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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.
-
-
-
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on WBM/WMM surface @0.85 Kg/sqm.
53
64
3392
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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.
-
-
-
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Bituminous surface @ 0.25 kg /Sqm
100
15
1500
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Granular surfaces treated with primes @ 0.30 kg /Sqm
2
17
34
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Cement concrete Pavement @ 0.35 kg/Sqm
2
20
40
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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)
-
-
-
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With mechanical paver finisher
-
-
-
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for Grading-II(19 mm nominal maximum size, bitumen content
3.40%)
5
6255
31275
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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)
-
-
-
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With mechanical paver finisher
-
-
-
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for Grading II (13.2 mm nominal size) with bitumen 6.0 %
5
9812
49060
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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)
-
-
-
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With mechanical paver finisher
-
-
-
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With bitumen
-
-
-
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Type B ( 13.2 mm to 0.09 mm size aggregates )
100
146
14600
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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.)
5
2332
11660
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Provding and laying un-reinforced cement concrete without Dowel bars including formwork and expansion, contraction & longitudil Joints as per approved mix design and finishing to lines and grade as per Drawing for pavement thickness less than 200 mm in Low Volume Roads. (ii) PCC Grade M30 with minimum Cement Concrete @375kg/cum
10
4391
43910
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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)
-
-
-
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Ordinary Kilometer stone (Precast)
1
1460
1460
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Hectometer stone (Precast)
2
410
820
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Painting, figuring and numbering as per IRC specification complete for
-
-
-
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Ordinary Kilometer stone
1
117
117
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Hectometer stone
2
19
38
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Boundary stone
2
22
44
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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.)
-
-
-
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Ordinary soil
-
-
-
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Up to 3 m depth
10
146
1460
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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.
10
759
7590
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Plain cement concrete complete as per drawing and Technical Specifications
-
-
-
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PCC Grade M 15
10
3768
37680
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PCC Grade M 20
10
4174
41740
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
-
-
-
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Using concrete mixer
-
-
-
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PCC Grade M15
10
4613
46130
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PCC Grade M20
5
5247
26235
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PCC Grade M25
2
5921
11842
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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).
-
-
-
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Height upto 5m
-
-
-
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Using concrete Mixer
-
-
-
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P.C.C. Grade M-15
10
4880
48800
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P.C.C. Grade M-20
5
5551
27755
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P.C.C. Grade M-25
5
6278
31390
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P.C.C. Grade M-30
3
6363
19089
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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.
1
69002
69002
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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.
10
321
3210
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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.
-
-
-
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(i) Granular material
20
905
18100
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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.
10
1926
19260
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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).
-
-
-
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RCC Grade M25
-
-
-
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For Solid Slab Super Structure
-
-
-
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Using Concrete Mixer
-
-
-
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Height upto 5m
5
6877
34385
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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
1
70101
70101
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Sub Divisional Officer
PWD Sub Division
Abhanpur
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