Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Opening Date28 Feb 2025
Closing Date21 Mar 2025
Tender Amount₹ 2,43,16,000
Costs
EMD
₹ 1,50,000Document 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
165301Tender No
165301Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification section 1600 and 2200.
20.33
61899
1258634
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Providing weep holes in Brick Masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce. complete as per drawing and technical specifications section 2706 and 2200.
54
273
14742
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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
1109.65
721
800058
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and technical specification section 2000 and 2200.
332800
1
332800
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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.
C RCC Grade M 30 II For T-Beam & Slab (a) Using Concrete Mixer
Hight 5 to 10m
802.05
5783
4638255
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Supplying, Fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
101.7
62603
6366636
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Mastic Asphalt (Providing and laying 25mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen pre- coated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause-515.)
1354.5
488
660996
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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% 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. 509 complete in all respects)
B With mechanical paver finisher
(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %
67.73
9759
660928
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Drainage Spouts complete as per drawing and Technical specification of section 2705.
48
1716
82368
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PCC M15 Grade levelling course below approach slab complete as per drawing and Technical Specification and as per relevant section 2700.
123.56
3592
443828
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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
67.73
7694
521076
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Stip seal Exapansion joint(Providing and laying of strip seal expansion joint catering to maximam horizontal movement up to 70mm complete as per approved drawing and standerd specifications to be installed by the manufacturer/supplier or their authrised representative ensuring compianceto the manufactures instructions for installation.
90.3
11116
1003775
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Painting on kerbs in black and yellow alternate bands including cost of material and labour complete as per drawing and specification as per clause 803. With Road Marking Paint
270
56
15120
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Providing and Fixing of Av. 20mm thick marble plate i/c cutting and polishing and inscribed details as per approved drawing i/c engraving the metter as desired.
2
3623
7246
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Testing of span of bridge for deflection due to live load with platform for loading arrangements apparatus for measurement etc. complete as per drawing and specifications (As per I.R.C.S.P.51)
110
696
76560
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Providing and fixing for hand railing top of crash brier including cost of material complete as per approved drawing
270
501
135270
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Filler joint (B) Providing and fixing 20mm thick compresible fiber board (12m long x 25 cm deep)in expansion joint complete as per drg. and technical specification.
29.64
1068
31656
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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 (i) Lime / Cement Concrete
(c) Prestressed / Reinforced cement concrete grade M-20 & above
33.86
620
20995
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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
165.6
118
19541
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Plain/ Reinforced cement concrete in open foundation complete as per drawing and technical specification.
A Using concrete mixer
(i) PCC Grade M15
207
3735
773145
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Construction of embankments / Sub grade with material Obtained from Borrow Pits (Construction of embankment with approved material / salected soil having C.B.R. 5 (unless specified otherwise in the contract0 obtained from borrow pits with all lifts and lead, transporting to site, spreding, grading to required slope and compecting to meet requirement of table 300-2)
7578.31
145
1098855
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Granuler Sub-base as per table :- 400-1
Construction of granuler sub-base by providing close graded Material, carriage of mixed Material to work site spreding 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 method (iii) For Grading III Material
788.94
998
787362
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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.)
397.07
1283
509441
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Primer coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means.
1201.5
44
52866
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Tack coat Providing and applying tack coat with bitumen emulsion (RS-1grade confirming to IS 8887)) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Normal Bituminous surface @ 0.25 kg / Sqm
1201.5
14
16821
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Dense Graded 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 MORT&H specification clause No. 507 complete in all respects.) B With mechanical paver finisher
(i) for Grading I(40 mm nominal size, bitumen content 4.25%)
64.97
7449
483962
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Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 60-90 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % 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 MORT&H specification clause No. 508 complete in all respects)
B With mechanical paver finisher
(i) for Grading I(13 mm nominal size), bitumen content 4.50%)
29.53
7762
229212
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Providing and fixing Guard stones 200x200x900mm made of precast RCC M20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blockes of size 400x400x400 mm and given two coats of paint with white and black bands including excavation.
100
413
41300
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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
579.72
1278
740882
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
289.86
778
225511
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Retro- reflectrorized Traffic signs (Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel frame of size 40 x 40 x 5 mm and mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (ii) 60 cm equilateral triangle
2
2539
5078
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Retro- reflectrorized Traffic signs (Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel frame of size 40 x 40 x 5 mm and mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
(iii) 60 cm circular
2
3431
6862
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Retro- reflectrorized Traffic signs (Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel frame of size 40 x 40 x 5 mm and mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
(iv) 80 mm x 60 mm rectangular
4
4823
19292
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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. B With smooth wheeled roller
65.81
179
11780
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Construction of embankments / Sub grade with material Obtained from Borrow Pits (Construction of embankment with approved material / salected soil having C.B.R. 5 (unless specified otherwise in the contract0 obtained from borrow pits with all lifts and lead, transporting to site, spreding, grading to required slope and compecting to meet requirement of table 300-2)
974.4
145
141288
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Granuler Sub-base as per table :- 400-1 Construction of granuler sub-base by providing close graded Material, carriage of mixed Material to work site spreding 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.
487.2
998
486226
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TOTAL
-
-
24315988
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Sub Divisional Officer
P.W.D. Bridge Construction Sub Dn. Gariyaband (C.G)
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