Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date9 Oct 2024
Closing Soon24 Oct 2024
Tender Amount₹ 90,72,233
Costs
EMD
₹ 1,81,445Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Fdr Maintenance Of Road From Shibram Thakur Para To Maharam Chowdhury Para (link No 036) (length 1.30 Km) And Kalishankar Thakur Para To South R. C. Nagar Adc Village (length 1.10 Km) Under Pwd(r And B) Mandwi Sub Division During The Year 2024 25
Description
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Contact
Tender Id
2024_CEPWD_53870_1Tender No
88/R/DNIe-T/SE-IV/PWD(R and B)/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
Tack Coat using hot straight run bitumen of grade VG-30 on Bituminous Surface
Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the birumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On bituminous surface @ 0.50 kg/sqm.
2962.5
122944
41.5
20 mm thick Open-Graded Premix Carpet using Bituminous (penetration 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 penetration 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
9000
3102300
344.7
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
9000
707400
78.6
(2) 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.
1347
25728
19.1
Surface Drains in Ordinary Soil : Construction of unlined surface drains of average cross-sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions as per MoRT&H Technical Specification clauses of section 300. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m). (i) Surface Drains in Ordinary Soil : (B) Mechanical means.
1305
28580
21.9
Road side pucca drains construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD technical specification clause 307,1606. Excavated materials to be used in embankment at site.(including centering, shuterring, etc. but excluding reinforcement) D) U Shape drain (top clear width 600mm, bottom clear width 600mm and clear depth of 600 mm)
I) In ordinary soil
155
771911
4980.07
Excavation for Structures
With dewatering.
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & 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.
ordinary soil
(i) upto 3 m depth
48.8
24185
495.6
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
Sand filling
1.9
2504
1315.1
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).
II. P.C.C grade M 15
i) Nominal mix (1:2.5:5)
4.75
50256
10584.75
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202
0.5
45833
91848.93
Plain/reinforced cement concrete in sub-structrure complete including formwork as per drawings & MoRD technical specifications Clauses 802, 804,805,806,807, 900, 1202 and 1204. (including centering, shuttering, staging etc. but excluding reinforcement).
VI) RCC grade-M25 i) upto 5.00 meter Height
4.99
63176
12658.06
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
0.18
16942
93600.63
Providing & laying reinforced cement concrete in
superstructure as per drawings & MoRD technical
specifications Clauses 800, 900, 1205.4 & 1205.5
(including centering, shuttering, staging etc. but excluding
reinforcement).
VI) RCC grade-M25 i) upto 5.00 meter Heigh
1.81
24797
13730.26
Brick masonry work in cement mortar in foundation
completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203
II) Brick masonry in 1:4 cement mortar.
4.08
40075
9822.41
Providing weep holes 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 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.
16
6275
392.2
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
7.56
35962
4756.82
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.
28.8
9866
342.56
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