Public Works Department Tender
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Costs
EMD
₹ 1,59,826Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Periodical Renewal Of Road From K-a Road To K-a Road Via Lutma Colony During The Year 2024-25
Description
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Contact
Tender Id
2024_CEPWD_52703_1Bid Award Id
ViewTender No
17/DNIT/SE-V/AMB/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
Maintenance of bituminous surface road
Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with 75 mm B.M, after applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per MoRD technical specification Clauses 1900, 502, 503 and 504.
39.74
771036
19402.02
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.
9187.5
380179
41.38
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 Mechanical Means
(I) Bitumen of VG-30.
9187.5
3225731
351.1
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
9187.5
722413
78.63
Surface drain
Construction of unlined surface drains of average cross-sectional area 0.40 Sqm in ordinary soil to specified lines,grades, levels and dimenssions. Excavated materials to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307.
(i) Surface drains in ordinary soil.
A) by manual means.
400
45840
114.6
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 material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement).
Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm).
Ordinary soil.
250
948850
3795.4
Excavation for Structures
B) With 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
112.5
55755
495.6
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I. Sand filling
11.25
13140
1168
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).
I. P.C.C grade M 10
(i) Nominal mix 1:3:6
11.25
112317
9983.7
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
58.13
547497
9418.5
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).
II. R.C.C M 25
1) For height upto 5 m
2
26744
13372.2
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.
0.24
22376
93234.9
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.
100
39220
392.2
Providing & laying filter media with granular crushed 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.
45
206217
4582.6
Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure as per MoRD technical specification Clauses 613.4 & 1204.
180
40176
223.2
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