Public Works Department Tender
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Costs
EMD
₹ 1,30,000Document 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/08
Description
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Contact
Tender Id
2024_CEPWD_427014_5Tender 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
Total
41.25
1422
58658
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.
-
-
-
A/R to Bambooliya Rawatan Ch 1/950 to 2/000
13.75
1
-
Morpa to Borkeda Ch. 0/290 to 0/320
27.5
1
-
Total
41.25
3072
126720
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
-
-
-
A/R to Bambooliya Rawatan Ch 1/950 to 2/000
27.5
1
-
Morpa to Borkeda Ch. 0/290 to 0/320
55
1
-
Total
82.5
4872
401940
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.
-
-
-
A/R to Bambooliya Rawatan Ch 1/950 to 2/000
1
1
-
Morpa to Borkeda Ch. 0/290 to 0/320
1
1
-
Amarpura to Aton
1
1
-
Morpa to Borkeda Ch. 0/450 to 0/650
1
1
-
Total
4
7040
28160
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
-
-
-
A/R to Bambooliya Rawatan Ch 1/950 to 2/000
50.15
1
-
Morpa to Borkeda Ch. 0/290 to 0/320
119.71
1
-
Amarpura to Aton
270
1
-
Morpa to Borkeda Ch. 0/450 to 0/650
122.53
1
-
Total
562.39
72
40492
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
-
-
-
A/R to Bambooliya Rawatan Ch 1/950 to 2/000
40.85
1
-
Morpa to Borkeda Ch. 0/290 to 0/320
50.79
1
-
Amarpura to Aton
7.52
1
-
Morpa to Borkeda Ch. 0/450 to 0/650
36.48
1
-
Total
135.64
4216
571858
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
-
-
-
A/R to Bambooliya Rawatan Ch 1/950 to 2/000
58.3
1
-
Morpa to Borkeda Ch. 0/290 to 0/320
168.7
1
-
Amarpura to Aton
144.86
1
-
Morpa to Borkeda Ch. 0/450 to 0/650
186.52
1
-
Total
558.38
4776
2666823
Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement
-
-
-
A/R to Bambooliya Rawatan Ch 1/950 to 2/000
0.55
1
-
Morpa to Borkeda Ch. 0/290 to 0/320
1.59
1
-
Amarpura to Aton
1.27
1
-
Morpa to Borkeda Ch. 0/450 to 0/650
1.76
1
-
Total
5.17
88817
459184
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 1000 mm dia
-
-
-
A/R to Bambooliya Rawatan Ch 1/950 to 2/000
30
1
-
Morpa to Borkeda Ch. 0/290 to 0/320
30
1
-
Morpa to Borkeda Ch. 0/450 to 0/650
15
1
-
Total
75
5261
394575
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)
-
-
-
Amarpura to Aton
45.2
1
-
Total
45.2
3578
161726
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
-
-
-
Amarpura to Aton
96.2
1
-
Total
96.2
4800
461760
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
-
-
-
Amarpura to Aton
12.34
1
-
Total
12.34
5318
65624
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement
-
-
-
Amarpura to Aton
2.21
1
-
Total
2.21
88951
196582
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].
-
-
-
Amarpura to Aton
12
1
-
Total
12
129
1548
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
-
-
-
Amarpura to Aton
29.33
1
-
Total
29.33
5963
174895
Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]
-
-
-
Amarpura to Aton
3.45
1
-
Total
3.45
90131
310952
Providing and Laying PCC M-15 grade leveling course below approach slab complete as per drawing and technical specifications. [MoRTH specification : 2700]
-
-
-
Amarpura to Aton
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]
-
-
-
Amarpura to Aton
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].
-
-
-
Amarpura to Aton
3.83
1
-
Total
3.83
11173
42793
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.
-
-
-
Amarpura to Aton
15.64
1
-
Total
15.64
280
4379
Drainage spout with GI pipe 100mm dia and GI bolt 10mm dia with galvanized MS flat clamp complete as per drawing and Technical Specification
-
-
-
Amarpura to Aton
4
1
-
Total
4
1962
7848
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).
-
-
-
Amarpura to Aton
35.91
1
-
Total
35.91
868
31170
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
-
-
-
Amarpura to Aton
65.94
1
-
Total
65.94
487
32113
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
-
-
-
Amarpura to Aton
26.4
1
-
Total
26.4
3022
79781
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