Public Works Department Tender
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Costs
EMD
₹ 1,05,500Document Cost
₹ 1,000Tender Fee
₹ 1,500
Description
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Contact
Tender Id
2024_CEPWD_429844_2Bid Award Id
ViewTender No
EE PWD DIV AKLERA NITNO-07-2024-25Tender 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.
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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;
20.55
1
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?kkVksyh ls gksMk dh ekrkth jksM ds fdeh 4@500 ds e/; osaVst dkWtos ,oa lqj{kk fnokj
7.42
1
-
dqy
27.97
3072
85924
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 slip 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
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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;
41.1
1
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?kkVksyh ls gksMk dh ekrkth jksM ds fdeh 4@500 ds e/; osaVst dkWtos ,oa lqj{kk fnokj
42
1
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dqy
83.1
6046
502423
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
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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;
334.92
1
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?kkVksyh ls gksMk dh ekrkth jksM ds fdeh 4@500 ds e/; osaVst dkWtos ,oa lqj{kk fnokj
124.66
1
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dqy
459.58
72
33090
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
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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;
123.6
1
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?kkVksyh ls gksMk dh ekrkth jksM ds fdeh 4@500 ds e/; osaVst dkWtos ,oa lqj{kk fnokj
240.62
1
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dqy
364.22
4865
1771930
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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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;
2.71
1
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?kkVksyh ls gksMk dh ekrkth jksM ds fdeh 4@500 ds e/; osaVst dkWtos ,oa lqj{kk fnokj
1.51
1
-
dqy
4.22
88817
374808
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
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?kkVksyh ls gksMk dh ekrkth jksM ds fdeh 4@500 ds e/; osaVst dkWtos ,oa lqj{kk fnokj
15
1
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dqy
15
5261
78915
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.
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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;
168
1
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dqy
168
117
19656
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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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;
53.96
1
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?kkVksyh ls gksMk dh ekrkth jksM ds fdeh 4@500 ds e/; osaVst dkWtos ,oa lqj{kk fnokj
19.53
1
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dqy
73.49
4295
315640
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
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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;
159.84
1
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dqy
159.84
4844
774265
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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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;
16.5
1
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dqy
16.5
5366
88539
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement
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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;
3.18
1
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dqy
3.18
88951
282864
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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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;
36
1
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dqy
36
129
4644
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
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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;
35.63
1
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dqy
35.63
6018
214421
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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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;
5.5
1
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dqy
5.5
90131
495721
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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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;
5.04
1
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dqy
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]
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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;
7.56
1
-
dqy
7.56
9175
69363
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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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;
4.28
1
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dqy
4.28
11188
47885
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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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;
15.2
1
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dqy
15.2
280
4256
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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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;
24.74
1
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dqy
24.74
848
20980
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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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;
66.73
1
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dqy
66.73
474
31630
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