Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Opening Date17 Oct 2024
Closing Date28 Oct 2024
Tender Amount₹ 3,65,59,000
Costs
EMD
₹ 7,32,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
159972Tender No
159972Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
Bored cast-in-situ M35 grade RCC pile excluding reinf. complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m as per section 1100 and 1700. (iii) Pile diameter-1200 mm.
272.28
14124
3845683
Bored cast-in-situ M35 grade RCC pile excluding reinf. complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m as per section 1100 and 1700. (ii) Pile diameter-1000 mm.
256.24
11336
2904737
Levelling course for Pile cap (Providing and laying of P.C.C.M-15 levelling course 100mm thick below the pile cap.)
14.64
4067
59553
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specifications per clause 1100,1500 and 1700.
B Using Batching Plant, Transit Mixer and Concrete Pump
(ii) RCC Grade M30
245.35
5270
1292989
Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.
71.82
61824
4440132
Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing and specifications as per section 1200 and 1900.
34.36
65286
2243358
Taking exploratory boring 100 mm dia fordetailed investigation with diamond drill double tube in all sorts of soil like sand, soft soil, moorum, gravels,boulders and soft rock including all materials such as casing pipes,accessories grease and other such materials and or as required including conveying such materials and machineryto siteof work preservingthe loose sample and core samples serially numbered at the site of work and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet as per IRC 78-2014and section 2400 including testing of samples as per specifications.
120
2096
251520
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 of concerned 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.
20
4370
87400
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 Up to 5m (b) With Batching plant, Trasit Mixer and Concrete Pump iii R.C.C. Grade M-30
228.51
5796
1324450
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200
21.41
62102
1329604
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
171.22
815
139544
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..
194880
-
175392
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.
30
289
8670
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).
R.C.C. m-30 For T-beam & slab
(b) With Batching plant, Trasit Mixer and Concrete Pump
iii Height above 10m
509.23
7120
3625746
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
68.52
63091
4322995
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.
51.54
10662
549477
PCC M15 Grade levelling course below Approach Slab complete as per drawing and Technical Specification and as per relevant section 2700
5.9
3993
23547
Drainage Spouts complete as per drawing and Technical specifications of section 2705
24
1806
43344
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
37.8
8520
322056
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
183.28
50
9164
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.
4
5940
23760
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 IRC : SP-51)
77
765
58905
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 specifi cations to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.)
42
10012
420504
Painting on concrete surface of R.C.C. Railing (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )
164.95
136
22433
Construction of sub-grade and earthen shoulder with approved material (Granular materials having CBR not less than 7) obtained from Borrow Pits/with all lift 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).
4306.24
245
1055029
Compacting Original Ground/ Existing Embankment.
( i ) Loosening, Levelling and compacting original / existing embankment/ supporting Embankment to facilitate placement of first layer of embankments scarifying to a depth of 150mm mixed wiith water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300.1 and 300.2 for embankment constructiion as per Technical Specification Clause 301.4.1
504
29
14616
Granular Sub-base with well graded material (CBR 20 or more) as per Table:- 400-1
Construction of granular sub-base by providing well graded Material, haviing CBR 20 or more, spreading wiith uniform layer with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC, and compacting with vibratory rollers of 80 to 100 Kn static weight to achieve the desire density, complete as per Technicsl Specification Clause 401 For Grading mentioned in Table 400-1 (Grading - III )
559.29
910
508954
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 eith smooth wheel roller 80 to100 KN weight to achieve the desire density including lighting, barricading and maintainance of diversion, etc as per tables 400.11 & 400.12 and technical specification Claude 406.
316.75
2069
655356
Construction of Sub Grade and Earthen Shoulders with approved materials ( Grannular materials having CBR not less then 7 ) obtained from borrow pits with all lifts and lead transporting to site spreading, grading to required slope and compacted to meet the requirements of table 300.2 as per technical specification Clause 303.1 (To be used for side shioulder WBM )
With vibratory roller
125.8
252
31702
Prime coat Providing and applying primer coat with bitumen emulsion (SS-1) grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70- 1.00 Kg/sqm using mechanical means as per Technical Specification Clause 502.
1267
60
76020
Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor at the rate of 0.25-0.30 Kg per Sqm. on prepared dry and hunry bituminous surface cleaned with hydraulic broom as per Technical Specification clause 503.
1267
18
22806
Bituminious Macadam
Providing and laying bituminous macadam with hot mixed plant using crushed aggregates of grading as per Table 500.4 premixed with bitumenous binder, transported to site laid over a previously prepared surface with paver finidher to the required grade, levelmand allingmentand rolled to achieve the desired compaction as per technical Specification clause 504.
Bitumenous (S-90) VG 10
63.35
8397
531950
Semi Dense Bituminous Concrete(As per MORTH specificationc lause No. 508 complete) to be included in DPR only after prior written permission to of CE.
Providing and laying semi dense bituminous concrete with appropriate batch type HMP using crushed aggregates fo specified grading , premicing with bituminous binder @4.5 to 5 % of mix and filter, transporting the hot mix to work site, Laying with a hydrostatic paver finisherto the required grade, level and alingment rolling with smooth wheeled, vibrratoryand tendem roller to achieve the desired compactionas per MORTH Specification Clause no.508 complete in all respects.
Grading II Layer Thickness (25 - 30 mm) Bitumin VG-30
31.68
10290
325987
Providing and fixing Informatory and logo board of PMGSY Project A Prioviding typical PMGSY informatory and logo board as per approved drawing and Specifications painted with enamel on both sides of board, lettering, figuring, printing arrows, border etc with ready mixed synthe3tic enammel paint of superior quality in required shed and colours.
(ii) PCC/RCC
2
13527
27054
Reinforced cement concrete M15 grade Boundary pillar 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.
120
724
86880
Metal Beam Crash Barrier A Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3)
120
2602
312240
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.)
54.3
846
45938
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
8
6621
52968
Excavation for Structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I Ordinary soil
(i) Upto 3 m depth
136.75
354
48410
Providing Concrete for Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications Clause 802, 803, 1202 & 1203.
(iii) PCC Grade M20 (Nominal mix(1:2:4)
6.51
5713
37192
Providing Concrete for Plain/ RCC in open foundation complete as per drawing and technical specifications Clause 802, 804, 805, 806, 807, 1202 & 1204.
IV. R.C.C grade M 20
44.07
5992
264067
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
1.93
74893
144543
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
30.78
6336
195022
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.
4
75072
300063
Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
44
335
14740
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
77.58
2324
180296
Excavation for Structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I Ordinary soil
(i) Upto 3 m depth
866.25
354
306653
Providing Concrete for Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications Clause 802, 803, 1202 & 1203.
(iii) PCC Grade M20 (Nominal mix(1:2:4)
83.66
5713
477950
Providing Concrete for Plain/ Reinforced cement concrete in open foundation complete as per drawing and technical specifications Clause 802, 804, 805, 806, 807, 1202 & 1204.
(iii) PCC Grade M20 (Nominal mix (1:2:4)
186.75
6042
1128344
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
77.58
2324
180296
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications Clause 1302.
B Cement Concrete blocks of size as per table 1300.2 cast in cement concrete grade M 15
105.35
6098
642424
Maintenance Cost of Bridge After completion of Project for 1 st year
13.07
15
196000
Maintenance Cost of Bridge After completion of Project for 2nd year
13.07
15
196000
Maintenance Cost of Bridge After completion of Project for 3rd year
13.07
20
261000
Maintenance Cost of Bridge After completion of Project for 4th year
13.07
25
327000
Maintenance Cost of Bridge After completion of Project for 5th year
13.07
25
327000
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