Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Opening Date25 Jun 2024
Closing Date11 Jul 2024
Tender Amount₹ 7,73,28,000
Costs
EMD
₹ 15,47,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
155372Bid Award Id
ViewTender No
155372Tender 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
395.16
59274
150
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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 )
6.55
196
30
... More
II. Ordinary rock (not requiring blasting)
1413.91
312474
221
... More
Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition )
1107.68
48738
44
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III. Hard rock (requiring blasting)
592.98
361717
610
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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 )
592.98
72343
122
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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
67.61
280713
4152
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B With Batching Plant, Transit Mixer and Concrete Pump
(vi) RCC Grade M30
1021.29
5568058
5452
... More
Filling Annular Space Around Footing in Rock (Lean cement concrete M15 nominal mix.)
242.82
1008170
4152
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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.
93.95
5808105
61824
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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.
44
92224
2096
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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)
66
288420
4370
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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
781.83
4531503
5796
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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
90.9
5645039
62102
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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.
57.6
16646
289
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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
1374.44
1120172
815
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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.
436800
393120
0.9
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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
II. RCC T-Beam/Slab (b) Using Batching Plant, Transit Mixer and Concrete Pump
(ii) Height 5m to 10m
902.97
6190731
6856
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D. PSC Grade M40
II. RCC T-Beam/Slab
(b) Using Batching Plant, Transit Mixer and Concrete Pump
(ii) Height 5m to 10m
150.42
1047793
6966
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
151.73
9572948
63091
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification
126.52
1348930
10662
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Drainage Spouts complete as per drawing and Technical specifications of section 2705
100
180600
1806
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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.)
92.4
925109
10012
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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
9.29
37077
3993
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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
37.6
320338
8520
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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. )
1158.34
157534
136
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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
23760
5940
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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
58905
765
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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.
2396.79
69507
29
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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)
50365.85
12389999
246
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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)
1304.8
365343
280
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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)
1086.55
988756
910
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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.
632.64
1308932
2069
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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
2530.56
151834
60
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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.
2530.56
45550
18
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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
126.53
1344993
10630
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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)
2530.56
541540
214
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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
459.14
162537
354
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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)
318.76
1821095
5713
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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
1010.66
6163005
6098
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
758
1761593
2324
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Construction of RCC open drain 0.60 m x 0.60 m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) levelling course in PCC M-15 including excavation, dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L=800 mm) including cutting, bending and binding wire, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications.
180
622620
3459
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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
38498
19249
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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
39242
19621
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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.
180
118980
661
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of erviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
900
7200
8
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Construction of Embankment with Material Obtained from Pits
(i) 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
169
40222
238
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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)
810
226800
280
... More
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)
71
64610
910
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Water Bound Macadam with Crushable Screenings
(2) WBM Grading 2 Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
36
71316
1981
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Cautionary, mandatory, informatory direction and place identification sign boards
(2) 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
2
13068
6534
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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
101
35754
354
... More
Laying Reinforced Cement Concrete Pipe NP4 as per technical specification Clause 1402.6 Providing and laying reinforced cement concrete pipe NP4 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. (B) 1000 mm dia
60
406500
6775
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Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9
I. Sand filling
18
22950
1275
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
I) Granular material
36
36900
1025
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Maintenance Cost of Road After completion of Project for 1 st year
2763000
414450
15
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Maintenance Cost of Road After completion of Project for 2nd year
2763000
414450
15
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Maintenance Cost of Road After completion of Project for 3rd year
2763000
552600
20
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Maintenance Cost of Road After completion of Project for 4th year
2763000
690750
25
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Maintenance Cost of Road After completion of Project for 5th year
2763000
690750
25
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