Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Opening Date24 Dec 2024
Closing Date6 Jan 2025
Tender Amount₹ 2,21,06,000
Costs
EMD
₹ 4,42,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
163295Tender No
163295Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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(ii) 3.0 M to 6.0 M depth
182.41
150
27362
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Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition )
182.41
30
5472
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II. Ordinary rock (not requiring blasting)
142.22
221
31430
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Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition )
142.22
44
6258
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
A Using concrete mixer
(i) PCC Grade M15
28.09
4152
116626
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B With Batching Plant, Transit Mixer and Concrete Pump
(vi) RCC Grade M30
338.99
5452
1848152
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.
31.15
61824
1925879
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Filling Annular Space Around Footing in Rock (Lean cement concrete M15 nominal mix.)
70.61
4152
293152
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Taking trial boring 100 mm dia .For detailed investigation with daimond drill double tube in all sort of soil like sand ,soft soil , moorum ,Gravels, boulder and soft rock including all materials such as casing pipe, accessories , grease and other such materials and or as required including conveying the loose sample and core sample seerially numbered at the site of work and conveying the same to the head quarter of concerned office as directed and submission of detailed bore log sheet as per IRC 78-2014 and section 2400 including testing of sample as per specification.
25
2096
52400
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Construction of sub-grade 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)
20
4370
87400
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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
(D) Height upto 5m
(b) With Batching Plant, Transit Mixer and Concrete Pump
(iii) R.C.C. Grade M-30
188.91
5796
1094905
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200
23.47
62102
1457348
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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
1332.52
815
1086003
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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 MORT&H specifications complete including all accessories as per drawing and Technical Specifications section 2000 and 2200.
201600
-
181440
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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
B. RCC Grade M30
I. For Solid Slab Super Structure (b) Using Batching Plant, Transit Mixer and Concrete Pump
(ii) Height 5m to 10m
362.7
6593
2391281
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D. PSC Grade M40
I. For Solid Slab Super Structure (b) Using Batching Plant, Transit Mixer and Concrete Pump
(ii) Height 5m to 10m
43.23
6787
293395
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
46.37
63091
2925719
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification
40.28
10662
429465
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Drainage Spouts complete as per drawing and Technical specifications of section 2705
32
1806
57792
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700
7.23
3993
28885
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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
29.23
8520
249057
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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
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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
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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 IRC : SP-51)
77
765
58905
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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. )
368.74
136
50149
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Compacting Original Ground/Existing Embankment Loosening, Levelling and Compacting original ground/existing embankment/ supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
819.54
29
23767
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Construction of Embankment with Material Obtained from Pits
(ii) Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR more than 5)
2901.4
246
713744
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Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 10) 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.(To be used for side shoulder WBM)
744.83
280
208552
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Granular Sub-base with Well Graded Material (CBR 20 or more) (Table:- 400-1)
(a) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III)
582.16
910
529762
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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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on awell 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.
237.56
2069
491518
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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
950.25
60
57015
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Tack coat (ii) 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
950.25
18
17105
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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
47.51
10630
505064
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Mix Seal Surfacing
Providing, laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to 0.9mm (Type B) aggegates using penetration grade bitumen line, grade and level to serve as wearing course on a previously prepared base, includding 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.
Type A, (ii) Bitumen (VG-30)
950.25
214
203354
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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 (i) Upto 3 m depth
228.24
354
80797
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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)
151.92
5713
867931
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I. Stone/Boulder
(II) Cement concrete blocks of size as per Table 1300.2 cast in cement concrete of grade M 15
(a) Concrete grade M 15
276.18
6098
1684170
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
207.14
2324
481387
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Providing and fixing informatory and Logo board of PMGSY project (B) Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
19249
38498
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Providing and fixing "Citizen information Board/Maintenan Information Board" of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back
2
19621
39242
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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.
120
661
79320
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Maintenance Cost of Road After completion of Project for 1 st year
813000
15
121950
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Maintenance Cost of Road After completion of Project for 2nd year
813000
15
121950
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Maintenance Cost of Road After completion of Project for 3rd year
813000
20
162600
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Maintenance Cost of Road After completion of Project for 4th year
813000
25
203250
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Maintenance Cost of Road After completion of Project for 5th year
813000
25
203250
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