Public Works Department Tender
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Costs
EMD
₹ 3,10,800Document Cost
₹ 2,000Tender Fee
₹ 2,000
Summary
Rehabilitation And Reconstruction Of Cross Drainage Works On Various Roads Of Itawa Division Under Package No. Rj23/ba-16/2024-25/itawa/01(b)
Description
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Contact
Tender Id
2024_CEPWD_436782_3Tender No
SE PWD CIRCLE KOTA NITNO-12-2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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lEidZ lMd uheljk
1296.24
1
-
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dqy
1558.27
72
112195
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Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (a) Cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
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lEidZ lM+d [ksM+yh csjhlky fdeh 0@0 ls 6@0
15.48
1
-
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cksjnk ls ckaxjksn
7.56
1
-
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lEidZ lMd uheljk
38.28
1
-
... More
dqy
61.32
3702
227007
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Providing and laying Reinforced Cement Concrete M-20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for bed plates excluding steel reinforcement but including centering and shuttering, laid in position. (MoRTH specification : clause 1000/1700)
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-
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lEidZ lM+d [ksM+yh csjhlky fdeh 0@0 ls 6@0
211.3
1
-
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cksjnk ls ckaxjksn
40.95
1
-
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lEidZ lMd uheljk
418.8
1
-
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dqy
671.05
4880
3274724
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Providing and fabricating Steel reinforcement for RCC works including cutting, bending, placing in position and binding complete including cost of binding wire. (MoRTH specification : Clause 1000/1600). HYSD bars
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lEidZ lM+d [ksM+yh csjhlky fdeh 0@0 ls 6@0
1.99
1
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dqy
1.99
88951
177012
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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].
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lEidZ lM+d [ksM+yh csjhlky fdeh 0@0 ls 6@0
103.2
1
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lEidZ lMd uheljk
224
1
-
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dqy
327.2
129
42209
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Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift
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cksjnk ls ckaxjksn
69.66
1
-
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lEidZ lMd uheljk
78
1
-
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dqy
147.66
1422
209973
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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.
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cksjnk ls ckaxjksn
69.66
1
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lEidZ lMd uheljk
78.72
1
-
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dqy
148.38
3072
455823
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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, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade
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cksjnk ls ckaxjksn
129
1
-
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lEidZ lMd uheljk
160.8
1
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dqy
289.8
5826
1688375
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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 Above 3m to 6m depth
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lEidZ lMd uheljk
675.4
1
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dqy
675.4
85
57409
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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
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lEidZ lMd uheljk
153.5
1
-
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dqy
153.5
104
15964
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Providing and laying Dry boulder pitching in flooring at all levels (MoRTH specifications : clause 2500).
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-
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lEidZ lMd uheljk
81.54
1
-
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dqy
81.54
547
44602
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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
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-
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lEidZ lMd uheljk
57.64
1
-
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dqy
57.64
4216
243010
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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-25 grade By using concrete mixer
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-
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lEidZ lMd uheljk
178.7
1
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dqy
178.7
5056
903507
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Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement
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-
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lEidZ lMd uheljk
20.61
1
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dqy
20.61
88817
1830518
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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
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-
-
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lEidZ lMd uheljk
253.44
1
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dqy
253.44
5318
1347794
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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-30 grade, including form work Upto 5m height
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-
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lEidZ lMd uheljk
13.12
1
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dqy
13.12
5343
70100
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Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement
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-
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lEidZ lMd uheljk
25.16
1
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dqy
25.16
88951
2238007
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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
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-
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lEidZ lMd uheljk
72.56
1
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dqy
72.56
5963
432675
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Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]
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-
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lEidZ lMd uheljk
8.54
1
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dqy
8.54
90131
769719
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Providing and Laying PCC M-15 grade leveling course below approach slab complete as per drawing and technical specifications. [MoRTH specification : 2700]
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-
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lEidZ lMd uheljk
4.69
1
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dqy
4.69
3757
17620
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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]
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-
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lEidZ lMd uheljk
14.07
1
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dqy
14.07
9091
127910
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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].
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lEidZ lMd uheljk
10.13
1
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dqy
10.13
11173
113182
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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.
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lEidZ lMd uheljk
1837.5
1
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dqy
1837.5
280
514500
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Drainage spout with GI pipe 100mm dia and GI bolt 10mm dia with galvanized MS flat clamp complete as per drawing and Technical Specification
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lEidZ lMd uheljk
12
1
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dqy
12
1962
23544
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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).
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lEidZ lMd uheljk
55.94
1
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dqy
55.94
868
48556
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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
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lEidZ lMd uheljk
524.9
1
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dqy
524.9
487
255626
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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
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lEidZ lMd uheljk
37.2
1
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dqy
37.2
1677
62384
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Gurad Post (Delinator) Providing and Fixing reinfored cement concrete Gurard Post 200 mm dia with PCC M -20 properly fixed and duly painted all as per drawing and technical specification
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lEidZ lMd uheljk
80
1
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dqy
80
2964
237120
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