Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date22 Nov 2024
Closing Soon30 Nov 2024
Tender Amount₹ 20,68,948
Costs
EMD
₹ 41,379Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Urgent Flood Damage Repair Of Road From Td Road To Chowkidar Para From Ch.0.90km To Ch.1.12 Km Under Damcherra Sub Division, Pwd R And B During The Year 2024 2025 Sh Wbm Iii, Carpeting, Seal Coating, Surface Drain,pucca Drain, Box Culvert, Return Wal
Description
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Contact
Tender Id
2024_CEPWD_55037_1Tender No
75/EE/KCP/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
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.
400
19
7640
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.
(A) By Manual Means
67.88
7854
533163
Tack Coat
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
905
55
49956
20 mm thick Open-Graded Premix Carpet using Bituminous (viscocity grade/ modified bitumen) Binder
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscocity 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.
Case-I: By Manual Means
(I)Bitumen of VG-30
905
336
304804
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.
A. By Manual Means
Case-IV: Type D ( premix with fine sand )
(I) Bitumen of VG-30
905
77
69776
Removing all types of Hume pipes and stacking
within a lead of 1000 m excluding Earthwork and
Dismantling of Masonry Works ( A ) Upto 600 mm dia Hume pipe
5
297
1487
Excavation for Structures A. Without dewatering Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I Ordinary Soil (i) Upto 3 m depth
22
458
10080
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. I. Sand filling
0.9
1168
1051
Providing concrete for plain 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)
I. P.C.C grade M15
(i) Nominal mix 1:2.5:5
1.8
10234
18422
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)
VI. R.C.C. grade M 25 i) upto 5m height
16.2
12300
199260
Supplying, fitting, & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202.
1.46
93234
136123
Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) 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.
10
392
3922
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.
19.32
4582
88536
Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specification Clause 1204.3.8. I) Sandy material
25.76
1592
41012
Construction of R.C.C railing of M 25 grade in cast-in-situ
with 20 mm nominal size aggregate, true to line & grade,
tolerance of vertical railing post not to exceed 1 in 500,
centre-to-centre spacing between vertical posts not to
exceed 2000 mm including reinforcement as per drawing
and MoRD technical specifications Clauses 800, 900 and
1208.3 (including centering, shuttering, staging etc. and
reinforcement).
4
4251
17005
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