Public Works Department Tender
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Costs
EMD
₹ 17,06,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEPWD_139540_1Bid Award Id
ViewTender No
NIT-27-2018-19 ACE PWD UdaipurTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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 Hard Rock [MoRTH Specification : Clause 301, 302, 303]. Requiring Blasting
2371.46
-
313
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
1390.48
-
4139
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-20 grade
636.74
-
4606
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
2485.55
-
4830
Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600].
TMT Bar
274.76
-
63890
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
2169.96
-
5441
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600]. TMT Bars
217.2
-
64050
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].
798.4
-
103
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
1767.02
-
368
Filter medium behind abutment, wing wall and return wall, complete as per drawing and technical specification. (Same as R7.20.3) [MoRTH Specification : Clause 2504].
818.84
-
488
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
1025.67
-
5666
Providing and laying TMT bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]
120.77
-
64375
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].
91.04
-
9635
Providing and Laying PCC M-15 grade leveling course below approach slab complete as per drawing and technical specifications. [MoRTH specification : 2700]
197.31
-
3267
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]
15.12
-
8454
Providing and fixing 20mm thick Compressible Fibre Board in expansion joint complete as per drawing and technical specification in MoRTH specification : clause 2605.
148
-
1227
Providing and laying 12mm thick Bitumen Mastic wearing coat with bitumen of grade S35 as per Table 500-27, 10.2% by weight on prepared base including coarse aggregate as per table 500-29, and lime stone powder as filler, complete including tack coat. (MoRTH specification : Clause 515).
153
-
269
Earthwork in excavation in ordinary rock, including stacking / disposal of surplus Material exclusive of compensation of earth. By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs.
8633.4
-
48
Earthwork in excavation for roadway in hard rock, including stacking / disposal of surplus Material exclusive of compensation of earth Requiring blasting
5755.6
-
190
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 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, 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
253
-
5987
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