Public Works Department Tender
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Public Works Department - PWD Tender
Bridge Construction
Civil And Construction
Opening Date22 Dec 2023
Closing Date8 Jan 2024
Tender Amount₹ 2,00,03,000
Costs
EMD
₹ 4,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
150175Bid Award Id
ViewTender No
150175Tender 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 )
705.78
21173
30
6.meter and above
40.72
7513
184.5
Abutment From R.L. 94.110 to 93.850m
Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition)
40.72
1503
36.9
Plain / Reinforced cement concrete in open foundation complete as per drawing and technical specifications
Using concrete mixer
PCC Grade M15
39.69
164793
4152
RCC Grade M30
377.12
2033808
5393
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.
39.65
2451260
61824
Taking exploratory boring 100 mm dia fordetailed investigation with diamond drill double tube in all type of hard rock including all materials such as casing pipes,accessories,grease and other such materials and or as required including conveying such materials and machinery to site of work preserving the loose sample and core samples serially numbered at the site of work and conveying the same to the head quarters ofconcerned office as directed and submission of detailed bore log sheet as per IRC 78-2014and section2400 including testing and preserving rock core samples in core boxes as per specifications.
25
109250
4370
Taking exploratory boring 100 mm dia fordetailed investigation with diamond drill double tube in all type of hard rock including all materials such as casing pipes,accessories,grease and other such materials and or as required including conveying such materials and machinery to site of work preserving the loose sample and core samples serially numbered at the site of work and conveying the same to the head quarters ofconcerned office as directed and submission of detailed bore log sheet as per IRC 78-2014and section2400 including testing and preserving rock core samples in core boxes as perspecifications.
25
52400
2096
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 R.C.C. Grade M-30
154.72
887010
5733
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200
21.3
1322959
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
Granular material
634.43
517060
815
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.
124800
112320
0.9
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700
RCC Grade M 35
For Solid Slab Super Structure Using Concrete Mixer
Height 5m to 10.0 m
277.5
1822898
6569
RCC Grade M 40
For Solid Slab Super Structure Using Concrete Mixer
Height 5m to 10.0 m
41.82
283832
6787
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
31.55
1990332
63091
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
34.09
363468
10662
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700
7.23
28869
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
22.26
189655
8520
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 Marking Paint
121.2
6060
50
Providing and Fixing of Av. 20mm thick Granite plate i/c 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 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)
77
58905
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.)
42
420504
10012
Drainage Spouts complete as per drawing and Technical specifications of section 2705
16
28896
1806
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
311.85
78898
253
Construction of Embankment with Material Obtained from Pits Construction of embankment with approved material obtained form borrow pits, transported to site, spreading, grading to required slopes and compacting to meet requirement of Tables 300.1 & 300.2 with a lead up to 250 m as per technical specifications clause 301.5
6202.92
1054496
170
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.
1451.8
261324
180
Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) 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.
659.88
758862
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.
271.31
401001
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.
186
87792
472
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
97.6
11029
113
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
STONE BOULDER
614.26
884534
1440
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
307.13
509836
1660
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15(Nominal mix (1:2.5:5)
288.1
1074901
3731
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
1085.25
46666
43
Tack Coat 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.
1085.25
14108
13
Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 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 as per Technical Specification Clause 504. Bitumen(S-65) VG-30
54.26
412019
7593
Mix Seal Surfacing
Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to 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 three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509, Viscocity grade (VG) Bitumen specification as per IS 73:2006 Bitumen (VG-30)
1085.25
166043
153
Cautionary, mandatory, informatory direction and place identification sign boards. Semi-Reflective Traffic signs upto 0.90 sqm Direction and place identification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s 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
6
28002
4667
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.
72.58
25984
358
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
64.28
16263
253
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
P.C.C grade M 15(Nominal mix (1:2.5:5)
49.89
186147
3731
Laying reinforced cement concrete pipe NP3 as per drawing and technical specification clause 1402.6.
Providing & laying R.C.C. pipes NP-3 for culverts on first class bedding in single row i/c fixing with cement mortar 1:2 but excluding excavation,bedding protection works, back filling, concrete and masonry works in head walls and parapets clause 1106. loading, unloading. Carting, all handling, filling the joints cement mortar 1:2 complete as per drawing and specifications as per section 1000 and 2900.
1000 mm. dia.
45
282870
6286
Providing and laying boulders apron for bed protection with stone boulders of minimum size and weight as per table 1300.1, no fragment weighing not less than 25 kg laid dry complete as per drawing and Technical specifications clause 1300.
10.94
15754
1440
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 Lime / Cement Concrete Cement Concrete Grade M-15 & M-20
588.8
204902
348
Construction of embankment with material obtained from pitsConstruction 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.
362.29
61589
170
Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) 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.
180
207000
1150
Maintenance of Fist Year
0.15
15600
104000
Maintenance of Second Year
0.15
15600
104000
Maintenance of Third Year
0.2
20800
104000
Maintenance of Fourth Year
0.25
26000
104000
Maintenance of Fifth Year
0.25
26000
104000
Say
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200
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