Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date21 Jun 2023
Closing Date4 Jul 2023
Tender Amount₹ 3,45,34,000
Costs
EMD
₹ 6,90,680Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2023_CEPWD_345105_1Bid Award Id
ViewTender No
SE, PWD Circle, Pratapgarh NIT No. 03/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS In Ordinary/Soft rock (not requiring blasting) [MoRTH Specification : Clause 301] BY MECHANICAL MEANS
1139.31
107095
94
Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] In Hard Rock [MoRTH Specification : Clause 301, 302, 303]. Blasting Prohibited
982.16
331970
338
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. By using concrete mixer With 20mm nominal size aggregate P.C.C. M-20 grade
117.86
510333
4330
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. By using concrete mixer With 20mm nominal size aggregate R.C.C. M-25 grade
745.1
3572009
4794
Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement
57.61
5130170
89050
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. By using concrete mixer With 20mm nominal size aggregate P.C.C. M-15 grade
399.07
1506489
3775
Part "B" Sub Structure Work
-
-
-
Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC in M-25 grade, including form work. Upto 5m height
792.22
4125089
5207
Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC in M-25 grade, including form work. For height between 5m and 10m
130.85
665633
5087
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement
76.19
6795538
89192
Providing A.C. pipe Weep holes 150mm dia in
Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].
250
28500
114
Providing and filling in foundation trenches, and back filling behind abutments, wing walls, return wall etc., and below pipe bed in layers not exceeding 150mm thick including watering and compacting (IRC-78) complete as per drawing and technical specifications (MoRTH specification 710 & 2200) including all lead and lifts. Selected granular Material in filling (MoRTH specification : Clause 2200).
282.9
111745
395
Providing & Laying of Filter media with granular
Materials/stone crushed aggregates satisfying (IRC-78) the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. (MoRTH specification : Clause 710, 2200, 2504).
73.8
42435
575
Part "C" Superstructure
-
-
-
Structural RCC/PSC upto a height of 5 mtr. for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. As per drawing and technical specification. Design mix concrete. [MoRTH Specification : 1500 & 1700]. RCC M-30 grade Solid slab superstructure
533.8
2996753
5614
Add extra for working at additional height above 5 mtr. per mtr. in item no. 1.1 & 1.2
1269.82
50792
40
Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]
52.61
4759416
90466
Reinforced cement concrete wearing coat M-30 grade at any level including formwork and reinforcement complete as per drawing and technical Specification. [MoRTH Specification : Clause 2204, 1500 & 1700].
70.13
661068
9427
Providing and Laying PCC M-15 grade leveling course below approach slab complete as per drawing and technical specifications. [MoRTH specification : 2700]
10.53
33359
3168
Reinforced cement concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. [MoRTH specification : 1500, 1600, 1700, 2704]
21.06
177893
8447
Providing, laying and fixing of Filler Joint Providing and fixing 20mm thick Compressible Fibre Board in expansion joint complete as per drawing and technical specification in MoRTH specification : clause 2605.
70.13
53084
757
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 ltr. for 2 sqm complete in all respect. [MoRTH specification : 800]
1517.5
75875
50
Providing and laying reinforced cement concrete grade M- 30 design mix railing complete as per drawing and technical specification. [MoRTH Specification : 2703, 1500, 1600 & 1700]. Cast in situ.
220
317020
1441
Supply of flood gauge (water gauge) as per IRC 67 standard 200cm long fixed on angle iron posts 50×50×6mm 2.6m long
4
5532
1383
Part "D" Approaches
-
-
-
Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS Depth upto 3m
136.4
8729
64
Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In Ordinary/Soft rock (not requiring blasting) [MoRTH Specification : Clause 301] BY MECHANICAL MEANS
93
8742
94
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. By using concrete mixer With 20mm nominal size aggregate P.C.C. M-20 grade
18.6
80538
4330
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. By using concrete mixer With 20mm nominal size aggregate R.C.C. M-25 grade
69.6
333662
4794
Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement
5.46
486213
89050
Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC in M-25 grade, including form work. Upto 5m height
72
374904
5207
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement
5.65
503934
89192
Providing A.C. pipe Weep holes 150mm dia in
Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].
270
30780
114
Providing and filling in foundation trenches, and back filling behind abutments, wing walls, return wall etc., and below pipe bed in layers not exceeding 150mm thick including watering and compacting (IRC-78) complete as per drawing and technical specifications (MoRTH specification 710 & 2200) including all lead and lifts. Selected granular Material in filling (MoRTH specification : Clause 2200).
150
59250
395
Providing & Laying of Filter media with granular
Materials/stone crushed aggregates satisfying (IRC-78) the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. (MoRTH specification : Clause 710, 2200, 2504).
60
34500
575
Construction of embankment with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305.
340
39780
117
Providing, laying and spreading of granular sub-base by providing coarse graded Material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRTH Specification : clause No. 401. Grading-III
48
14688
306
Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift
69
85284
1236
Cement Concrete Pavement
Construction of un-reinforced, without dowel bar, plain cement concrete pavement, thickness design, over prepared sub base the with 43 Grade Cement or any other type as per Clause 1501.2.2 M30 (Grade) Coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate bit exceeding 25mm, mixed in concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 Micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels rakes, compacted using needle, screed and plate vibrators, adn finished in continous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/ culvert and contruction joints, admixtures as approved, curing of concrete slabs for 14-days,
using curing compound and water finihsing to lines and grade as per drawing and MoRD specification clause 1501 including vaccum dewatering process with all required equipments.
66
358512
5432
Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.
36
3708
103
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