Public Works Department Tender
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Costs
EMD
₹ 2,91,232Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Urgent Flood Damage Repair Of Road From Lalcherra To Twichanda Para Under Manu Rd Block During The Year 2024-25
Description
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Contact
Tender Id
2024_CEPWD_52424_1Tender No
50/DNIT/SE-V/AMB/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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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 bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On bituminous surface @ 0.50 Kg/ Sqm.
1050
24780
23.6
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20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity 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 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.
Case - I : By Manual Means
(I)Bitumen of VG-30
6957.5
2375291
341.4
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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.
By Manual Means Case - IV : Type D (premix with fine sand) (I) Bitumen of VG-30
6957.5
544077
78.2
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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.
Ordinary Soil
Upto 3 m depth
380.31
174258
458.2
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Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
Sand filling
20.47
26601
1299.5
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Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings &MoRD technical specifications Clauses 802, 803, 900, 1202 and1203. (including centering, shuttering, staging etc. but excluding reinforcement). I P.C.C grade M 10 (i) Nominal mix 1:3:6
151.67
1553374
10241.8
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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
88.71
1007546
11357.75
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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)
V. R.C.C grade M-20 (1:2:4) (Nominal mix) i) upto 5 m height
93.99
1127659
11997.65
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IV R.C.C grade M 20 ii) For height above 5 m upto 10 m
7.36
91631
12449.85
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Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings&MoRD technical specificationsClauses 1000 & 1202.
8.22
753158
91625
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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.
5.96
547713
91867.3
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Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wingwall, returnwall to the full height,compacted to firm condition complete as per drawing andMoRD technical specification clause 1204.3.8.
43.2
197968
4582.6
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Providing weepholes 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.
200
78440
392.2
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Road side Pucca drain
Constructionof 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 material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement) C)Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm) In Ordinary Soil
390
1661439
4260.1
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Supplying of mix class Bricks Bats from Bricks Kiln to work site by mechanical means upto 25.00 km including loading, unloading and stacking properly and laying/ filling the same on road depression, pot holes including levelling, compacting by manuals means & spreading blinding materials.
63
174195
2765
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Surface drain
Construction of unlined surface drains of average cross sectional area0.40sqminordinarysoil tospecified lines,grades, levels anddimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50m (average lead25m)asperMoRDTechnical Specification Clause 307. (i) Surface Drains in Ordinary Soil (B) Mechanical Means
5400
118260
21.9
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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.
810
198774
245.4
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