Public Works Department Tender
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Costs
EMD
₹ 47,937Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEPWD_55318_1Tender No
69/EE/KD/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
Providing concrete for plain/reinforced concrete in open 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).
iv) R.C.C grade M 20
12.6
11091
139752
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)
i)R.C.C grade M-20 (Nominal mix)
(i) upto 5 m height
57.72
11731
677131
Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specification Clauses 802,900,1205.4& 1205.5 (including centering, shuttering, staging etc. but excluding reinforcement)
i)R.C.C grade M-20 (Nominal mix) 1:2:4
(i) upto 5 m height
10.36
12820
132816
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202.
1.51
91240
137774
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specifications Clauses 1002,1005,1010 & 1202.
6.35
91483
580827
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in super structure complete as per drawings & MoRD technical specifications Clauses 1002,1010 & 1202.
1.04
93234
96964
Providing weepholes in brick masonry / stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 ptressure ) extending 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, 1204.3.7
24
392
9413
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 and MoRD technical specification clause 1204.3.8.
19.8
4582
90735
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.
57
245
13988
Construction of Subgrade and Earthen Shoulder Construction of Subgrade and Earthen Shoulder with approved material obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 as per MoRD Technical Specification Clause 303.1.
42.75
233
9995
Granular Sub-base with Well Graded Material (Table 400.1)using Jhama Brick Aggregate (A) By Mix in Place MethodConstruction 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 theinterstices 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)
14.25
4720
67270
WBM Grading 2
Providing, laying, spreading and compacting stoneaggregates of specific sizes to water bound macadam specification including spreading inuniform thickness, hand packing, rolling withsmooth wheel roller 80-100 kN in stages to propergrade and camber, applying and brooming, stonescreening/ binding materials to fill up the intersticesof coarse aggregate, watering and compacting tothe required density 'Grading 2' as per MoRDTechnical Specification Clause 405.
A)By Manual means.
10.69
8318
88927
WBM Grading III
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Technical Specification Clause 405.
(A) By Manual Means
10.69
8452
90354
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
142.5
55
7866
20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder Providing, laying and rolling of open-graded premix carpetof 20 mm thickness composed of 13.2 mm to 5.6 mmaggregates either using Viscosity grade bitumen oremulsion to required line, grade and level to serve aswearing course on a previously prepared base , includingmixing in a suitable plant, laying and rolling with a threewheel 80 - 100 kN static roller capacity, finished torequired level and grades to be followed by seal coat ofeither Type A or Type B or Type C or Type D as per MoRD
Technical Specification Clause 508.Case - I : By Manual Means(I) Bitumen of VG-30
142.5
336
47994
Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade andcross 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) (I) Bitumen of VG-30
142.5
77
10987
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