Public Works Department Tender
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Costs
EMD
₹ 3,44,000Document Cost
₹ 2,000Tender Fee
₹ 2,000
Summary
Rehabilitation And Reconstruction Of Cross Drainage Works On Various Roads Of Sultanpur Division Under Package No. Rj23/ba-16/2024-25/sul/10
Description
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Contact
Tender Id
2024_CEPWD_427014_3Bid Award Id
ViewTender No
SE PWD CIRCLE KOTA NITNO-06-2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
Dry lean cement concrete sub - base. Construction of dry lean cement concrete 1:3:6 sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blening to be as per Table 600-1, cement content not to be less than 200 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing.
-
-
-
Madanpura to Narsinghpura Ch. 0/600 to 0/800
137.5
1
-
Total
137.5
3072
422400
Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or Fix form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip,, tie rod, admixtures and vacuum processing pump as approved, , finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade
-
-
-
Madanpura to Narsinghpura Ch. 0/600 to 0/800
275
1
-
Total
275
4872
1339800
Providing and Erecting typical Citizens Information Board as per approved drawing & specification of MoRD, made of two MS Sheet of 1.6 mm thick each of size 900 mm × 750 mm stiffened by angle iron 25 mm ×25 mm × 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places (65 × 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm × 600 mm × 750 mm size below ground level as per enclosed drawings & as directed by Engineering - In-Charge. All MS will be stove enameled on both side, Lettering, figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD specification.
-
-
-
Madanpura to Narsinghpura Ch. 0/600 to 0/800
1
1
-
Total
1
7040
7040
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
-
-
-
Madanpura to Narsinghpura Ch. 0/600 to 0/800
1112.61
1
-
Total
1112.61
72
80108
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].With 20mm nominal size aggregate P.C.C. M-15 grade
-
-
-
Madanpura to Narsinghpura Ch. 0/600 to 0/800
31.51
1
-
Total
31.51
4216
132846
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]. With 20mm nominal size aggregate R.C.C. M-20 grade By using concrete mixer
-
-
-
Madanpura to Narsinghpura Ch. 0/600 to 0/800
609.5
1
-
Total
609.5
4776
2910972
Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement
-
-
-
Madanpura to Narsinghpura Ch. 0/600 to 0/800
7.37
1
-
Total
7.37
88817
654581
Plain Cement Concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (MoRTH specification clause : 2100)
-
-
-
Madanpura to Narsinghpura Ch. 0/600 to 0/800
186.88
1
-
Total
186.88
3578
668657
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 M-20 grade, including form work Upto 5 mtr. height
-
-
-
Madanpura to Narsinghpura Ch. 0/600 to 0/800
996.06
1
-
Total
996.06
4800
4781088
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 M-25 grade, including form work Upto 5 mtr. height
-
-
-
Madanpura to Narsinghpura Ch. 0/600 to 0/800
32.6
1
-
Total
32.6
5318
173367
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement
-
-
-
Madanpura to Narsinghpura Ch. 0/600 to 0/800
19.48
1
-
Total
19.48
88951
1732765
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].
-
-
-
Madanpura to Narsinghpura Ch. 0/600 to 0/800
84
1
-
Total
84
129
10836
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 CC Mixer
-
-
-
Madanpura to Narsinghpura Ch. 0/600 to 0/800
146.63
1
-
Total
146.63
5963
874355
Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]
-
-
-
Madanpura to Narsinghpura Ch. 0/600 to 0/800
23.02
1
-
Total
23.02
90131
2074816
Providing and Laying PCC M-15 grade leveling course below approach slab complete as per drawing and technical specifications. [MoRTH specification : 2700]
-
-
-
Madanpura to Narsinghpura Ch. 0/600 to 0/800
5.04
1
-
Total
5.04
3757
18935
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]
-
-
-
Madanpura to Narsinghpura Ch. 0/600 to 0/800
15.12
1
-
Total
15.12
9091
137456
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].
-
-
-
Madanpura to Narsinghpura Ch. 0/600 to 0/800
19.13
1
-
Total
19.13
11173
213739
Providing, laying and fixing of Filler Joint Providing and fixing in position 20mm thick Premoulded Joint Filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing and technical specification in MoRTH specification : clause 2605.
-
-
-
Madanpura to Narsinghpura Ch. 0/600 to 0/800
31.28
1
-
Total
31.28
280
8758
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).
-
-
-
Madanpura to Narsinghpura Ch. 0/600 to 0/800
249.8
1
-
Total
249.8
868
216826
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechanical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause 304]. Gravelly Material
-
-
-
Madanpura to Narsinghpura Ch. 0/600 to 0/800
439.71
1
-
Total
439.71
487
214139
Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified
-
-
-
Madanpura to Narsinghpura Ch. 0/600 to 0/800
132
1
-
Total
132
3022
398904
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