Public Works Department Tender
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Costs
EMD
₹ 2,90,630Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEPWD_55774_1Tender No
108/NIT/SE-III/R/ 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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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). a)P.C.C grade M 15
(i) Nominal mix (1:2.5:5)
200
11061
2212236
... More
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 )P.C.C grade M 15 (1:2.5:5 Nominal mix)
600
11522
6913464
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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
597
392
234143.4
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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
128.95
4794
618286.15
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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
480
1710
821174.4
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Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5.
1200
412
495312
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Granular Sub-base with Well Graded Material (Table 400.1) using Jhama Brick Aggregate
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material (Jhama Brick Aggregate, Grading-I, as per Table 400.1, spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.
(i) For Grading - I Material (jhama brick aggreate)
36
4964
178704.72
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WBM Grading - II
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.
By manual means.
27
7769
209785.41
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WBM Grading - III
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.
132.89
7802
1036823.73
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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
2400
362
870240
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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.
2400
57
137232
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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
2400
79
191592
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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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