Public Works Department Tender
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Public Works Department - PWD Tender
Bridge Construction
Civil And Construction
Opening Date15 Jan 2024
Closing Date31 Jan 2024
Tender Amount₹ 3,55,46,000
Costs
EMD
₹ 7,11,000Document 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
151323Bid Award Id
ViewTender No
151323Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition)
445.59
13368
30
Ordinery Rock (Not requiring blasting
319.33
70572
221
Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition)
319.33
14051
44
Plain/ Reinforced cement concrete in open foundatio complete as per drawing and technical specification.
A Using concrete mixer
(i) PCC Grade M15
A Using concrete mixer
87.48
363217
4152
Using concrete mixer (vii) RCC Grade M 30
406.73
2193495
5393
Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.
21.93
1355615
61824
Taking exploratory boring 100 mm dia. at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-2014 and section 2400 of specifications for collection of samples at different depth (rock sample and undisturbed soil sample) and test including preserving core samples as per specifications.
(i) Upto 1.0 m below bed level
7
37492
5356
Beyond 1.0 m upto 5.0 m depth
28
32760
1170
Beyond 5.0 m depth
56
74368
1328
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). D Height upto 5m
A Using concrete mixer
(ii) R.C.C. Grade M-30
209.67
1202038
5733
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.
22.25
1381583
62102
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
731.16
595895
815
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
40
11560
289
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 MORT&H specifications complete including all accessories as per drawing and Technical Specifications section 2000 and 2200.
140400
126360
0.9
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). B RCC Grade M 30
(a) Using concrete mixer
I For Solid Slab Super Structure
(ii) Height 5m to 10m
550.8
3600580
6537
PS.C. Grade M 40
I For Solid Slab Super Structure
(a) Using concrete mixer
(ii) Height 5m to 10m
84.58
551039
6515
Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications
57.46
3625083
63091
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700
15.54
62051
3993
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
31.5
268380
8520
Mastic Asphalt (Providing and laying 25mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39 prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with fine-grained hard stone chipping of 13.2 mm nominal size pre- coated with bitumen 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 100o C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause-516.)
787.5
362250
460
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)
B With mechanical paver finisher
(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %
39.38
347721
8831
Painting on kerbs in black and yellow alternate bands including cost of material and labour complete as per drawings and specifications as per clause 803.
With Road Marketing Paint
619.5
30975
50
Providing and Fixing of Av. 20mm thick Granite plate including cutting and polishing and inscribed details as per approved drawing i/c engraving the matter as desired.
2
11880
5940
Testing of span of BRIDGE e for deflection due to live load with platform for loading arrangements, apparatus for measurement etc. complete as per drawing and specifications (As per IRC : SP-51)
188.08
143881
765
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.)
58.8
588706
10012
Providing and fixing for hand railing top of crash barrier including cost of material complete as per approved drawing.
210
113400
540
Drainage Spouts complete as per drawing and Technical specifications of section 2705
48
86688
1806
Dismantling of existing structures like culverts, BRIDGE es, 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 of 1000 m as per Technical Specification Clause 202.
B Cement Concrete
417.98
173044
414
Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil
Upto 3 m depth
1627.5
411758
253
Construction of embankment with material obtained from pits
(i) Construction of embankment with approved material obtained from borrow pits transported to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 & 300.2 with a lead up to 250 m as per Technical Specification Clause 303.5.
7628.69
1296876
170
Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1)
d Crushed stone material (CBR35or more) This item is to be used only where local GSB material or GSB material with blending with other is not available.
1215
1397250
1150
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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
759.38
1122364
1478
Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge.
406
191632
472
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
II Cement concrete blocks of size as per Table 1300.2 cast in cement concrete of grade M 15
735.16
3202357
4356
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
551.37
915274
1660
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
I P.C.C grade M 10 (Nominal mix 1:3:6)
51.75
188784
3648
P.C.C. grade M 20 (Nominal mix (1:2:4)
485.1
1979693
4081
PR.C.C. grade M 25
367.88
1694087
4605
Prime Coat
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
2835
121905
43
Tack Coat
(iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
2835
45360
16
Dense Graded Bituminous Macadam (as per MORTH specification clause No. 507 complete)
Providing and laying dense graded bituminous macadam with appropriate batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total 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 MORTH specification clause No. 507 complete in all respects.
Grading I layer Thickness (80-100 mm) Bitumen (VG-30)
170.1
1221318
7180
Semi-Dense Bituminous Concrete (as per MORTH specification clause No. 508 complete)
to be included in DPR only after prior written permission of CE
Providing and laying semi dense bituminous concrete with Appropriate batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent 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 MORTH specification clause No. 508 complete in all respects
Grading II layer Thickness (25-30 mm) Bitumen (VG-30)
70.88
520931
7350
Construction of hard shoulders as per Technical Specification Clause 407.
Construction of hard shoulder with granular material having CBR value not less than 15 including all leads & lift, watering & compaction with smooth wheeled roller to achieve the desired density as per technical specification clause 407 & 401.
197.44
70684
358
Cautionary, mandatory, informatory direction and place identification sign boards.
B Semi-Reflective Traffic signs more than 0.90 sqm sign board
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
12
56004
4667
Retro- reflectrorized Traffic signs (Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of Micro prismatic grade 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 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)
(ii) 60 cm equilateral triangle
6
18768
3128
60 cm circular
4
17840
4460
80 cm x 60 cm rectangular
6
39198
6533
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. The finished surface to be level, uniform and free from streaks and holes.)
153
92412
604
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
2.58
138017
53495
Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (i) Ordinary soil
Upto 3 m depth
61.02
15438
253
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
(iii) P.C.C. grade M 20 (Nominal mix (1:2:4)
58.42
238412
4081
Bedding for Causeway/Pipes
(i) Type A (Concrete Cradle) Bedding
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) Nominal mix (1:2:5:5)
21.47
78108
3638
Filling annular space around footing in rock as per technical specification Clause 1203.4.3.
P.C.C grade M 15 (Nominal mix 1:2.5:5)
1.1
4032
3665
Laying Reinforced Cement Concrete Pipe NP3 as per drawing and technical specification Clause 1402.6 Providing and laying reinforced cement concrete pipe NP3 for culverts on first Class bedding in single row including fixing with cement mortar 1:2 but excluding excavation, bedding protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
1200 mm dia
30
138960
4632
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
10.94
15754
1440
Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.For Item No.3.12(a) & (b)
2028.89
365200
180
Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1)
d Crushed stone material (CBR35or more) This item is to be used only where local GSB material or GSB material with blending with other is not available.
582
669300
1150
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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
203.7
301069
1478
Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge.
100
47200
472
Construction of hard shoulders as per Technical Specification Clause 407.
Construction of hard shoulder with granular material having CBR value not less than 15 including all leads & lift, watering & compaction with smooth wheeled roller to achieve the desired density as per technical specification clause 407 & 401.
130.95
46880
358
Retro- reflectrorized Traffic signs (Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of Micro prismatic grade 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 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)
(ii) 60 cm equilateral triangle
4
12512
3128
60 cm circular
2
8920
4460
80 cm x 60 cm rectangular
4
26132
6533
Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (i) Ordinary soil
Upto 3 m depth
128.31
32462
253
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
(iii)P.C.C grade M 15(Nominal mix (1:2.5:5)
8.62
32161
3731
P.C.C. grade M 20 (Nominal mix (1:2:4)
18.31
74723
4081
Bedding for Causeway/Pipes
(i) Type A (Concrete Cradle) Bedding
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) Nominal mix (1:2:5:5)
48.03
43757
911
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
(i) P.C.C grade M 15 (Nominal mix (1:2.5:5)
79.1
304377
3848
Laying Reinforced Cement Concrete Pipe NP3 as per drawing and technical specification Clause 1402.6 Providing and laying reinforced cement concrete pipe NP3 for culverts on first Class bedding in single row including fixing with cement mortar 1:2 but excluding excavation, bedding protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
(A) 1200 mm dia
80
370560
4632
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
15.21
21902
1440
Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9
(I) Sand filling
123.19
112224
911
Grand Total
-
35545979
-
Say Rs.
-
355
-
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