Public Works Department Tender
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Costs
EMD
₹ 2,34,837Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Maintenance Of Road From Kushamara Manik Sarkar House To Kushamara Pwd Road Ch 0.420km To Ch 1.10km
Description
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Contact
Tender Id
2025_CEPWD_59532_1Tender No
183/NIT/SE-III/R/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Providing concrete for plain/reinforced concrete inopen foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement). c) RCC grade M 25
40.92
12398
507337.21
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Suppling fitting & placing Thermo Mechanically Treated bar/Cold Twisted deformed bar reinforcement in foundation complete as per drawing & MoRD technical specification clause 1000 & 1202.
4.91
91545
449486.15
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Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805,806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement)
75
13069
980187.75
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Supplying fitting & placing Thermo Mechanically Treated bar/Cold Twisted deformed bar reinforcement in Substru-cture complete as per drawings & MoRD technical specification Clauses 1000 & 1202.
9
91787
826086.06
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Providing weepwholes in brick masonary/Stone masonary plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe or PVC pipe ( 110mm OD of 6.0 kg/sqcm pressure ) extendind through the full width of the structures with slope of 1(V), 20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.37
497.8
392
195237.16
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Providing & laying filter media with Jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the Soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing & MoRD technical specification clause 1204.3.8
86.4
4794
414262.08
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Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specification Clause 1204.3.8.
I) Sandy material
460
1749
804733.2
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Flat Brick soling
Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.
384
596
229117.44
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WBM Grading 2:
Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 2 as per MoRD Technical Specification Clause 405.
(A) By Manual Means
177.39
8030
1424538.14
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WBM Grading 3:
Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 3 as per MoRD Technical Specification Clause 405.
By manual Means.
141.91
7804
1107580.59
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20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder:
Prroviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508..By manual means Bitumen of VG-30
1700
362
616420
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Tack coat using hot straight run bitumen of grade VG-30 on W.B.M:
Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On W.B.M.@ 0.75 kg/ sqm.
1700
57
97206
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Seal Coat:
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510. Case - IV : Type D (premix with fine sand):Bitumen (60/70 Grade) VG-30
1700
80
136102
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Maintenance of Earthen shoulder (filling with fresh selected soil):
Making up loss of material / irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MoRD technical specification Clause 1903.
240
46
11112
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Maintenance of Earthen shoulder (Stripping of excess soil):
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903
240
19
4584
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