Public Works Department Tender
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Costs
EMD
₹ 1,20,000Document Cost
₹ 1,000Tender Fee
₹ 1,500
Summary
Rehabilitation And Reconstruction Of Cross Drainage Works On Various Roads Of Sultanpur Division Under Package No. Rj23/ba-16/2024-25/sul/14
Description
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Contact
Tender Id
2024_CEPWD_427014_8Bid 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.
-
-
-
Kurari to Bargu
5.5
1
-
Total
5.5
3072
16896
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
-
-
-
Kurari to Bargu
11
1
-
Total
11
4872
53592
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
-
-
-
Nayagaon to Mandawari Ch. 1/600 to 2/800
292.04
1
-
Haipura to Chiparda Ch. 1/450 to 1/500
59.15
1
-
Kurari to Bargu
198.65
1
-
Total
549.84
72
39588
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
-
-
-
Nayagaon to Mandawari Ch. 1/600 to 2/800
59.77
1
-
Haipura to Chiparda Ch. 1/450 to 1/500
8.45
1
-
Kurari to Bargu
37.63
1
-
Total
105.85
4216
446264
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
-
-
-
Nayagaon to Mandawari Ch. 1/600 to 2/800
69.87
1
-
Haipura to Chiparda Ch. 1/450 to 1/500
132.91
1
-
Kurari to Bargu
73.47
1
-
Total
276.25
4776
1319370
Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement
-
-
-
Nayagaon to Mandawari Ch. 1/600 to 2/800
1.1
1
-
Haipura to Chiparda Ch. 1/450 to 1/500
2.09
1
-
Kurari to Bargu
0.79
1
-
Total
3.98
88817
353492
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
-
-
-
Nayagaon to Mandawari Ch. 1/600 to 2/800
284.19
1
-
Kurari to Bargu
100.1
1
-
Total
384.29
4800
1844592
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
-
-
-
Nayagaon to Mandawari Ch. 1/600 to 2/800
14.25
1
-
Kurari to Bargu
14.25
1
-
Total
28.5
5318
151563
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement
-
-
-
Nayagaon to Mandawari Ch. 1/600 to 2/800
6.14
1
-
Kurari to Bargu
2.47
1
-
Total
8.61
88951
765868
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].
-
-
-
Nayagaon to Mandawari Ch. 1/600 to 2/800
24
1
-
Kurari to Bargu
18
1
-
Total
42
129
5418
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
-
-
-
Nayagaon to Mandawari Ch. 1/600 to 2/800
29.33
1
-
Kurari to Bargu
15.3
1
-
Total
44.63
5963
266129
Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]
-
-
-
Nayagaon to Mandawari Ch. 1/600 to 2/800
2.3
1
-
Kurari to Bargu
1.2
1
-
Total
3.5
90131
315459
Providing and Laying PCC M-15 grade leveling course below approach slab complete as per drawing and technical specifications. [MoRTH specification : 2700]
-
-
-
Nayagaon to Mandawari Ch. 1/600 to 2/800
7.56
1
-
Total
7.56
3757
28403
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]
-
-
-
Nayagaon to Mandawari Ch. 1/600 to 2/800
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].
-
-
-
Nayagaon to Mandawari Ch. 1/600 to 2/800
3.83
1
-
Kurari to Bargu
2.7
1
-
Total
6.53
11173
72960
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.
-
-
-
Nayagaon to Mandawari Ch. 1/600 to 2/800
13.6
1
-
Kurari to Bargu
9.6
1
-
Total
23.2
280
6496
Providing, laying and fixing of Filler Joint Providing and filling joint sealing compound as per drawings and technical specification with coarse sand and 6% bitumen by weight as per MoRTH specification : clause 2605.
-
-
-
Nayagaon to Mandawari Ch. 1/600 to 2/800
136
1
-
Kurari to Bargu
96
1
-
Total
232
19
4408
Drainage spout with GI pipe 100mm dia and GI bolt 10mm dia with galvanized MS flat clamp complete as per drawing and Technical Specification
-
-
-
Nayagaon to Mandawari Ch. 1/600 to 2/800
8
1
-
Kurari to Bargu
8
1
-
Total
16
1962
31392
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).
-
-
-
Nayagaon to Mandawari Ch. 1/600 to 2/800
65.61
1
-
Kurari to Bargu
41.76
1
-
Total
107.37
868
93197
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
-
-
-
Nayagaon to Mandawari Ch. 1/600 to 2/800
139.51
1
-
Kurari to Bargu
45.74
1
-
Total
185.25
487
90217
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]. Precast RCC railing
-
-
-
Nayagaon to Mandawari Ch. 1/600 to 2/800
13.2
1
-
Total
13.2
1706
22519
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