Public Works Department Tender
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Costs
EMD
₹ 48,426Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Maintenance Of Different Bailey Bridge Under Pwd(rnb), Chawmanu Sub-division During The Year 2024-25. Gr-ii
Description
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Contact
Tender Id
2024_CEPWD_50724_1Tender No
01/EE/LTV/PWD(RnB)/M/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
Raker bolt
10
12000
1200
Panel pin
10
10000
1000
Sway brace
2
16000
8000
Decan nut bolt
100
25000
250
Chord bolt
5
8000
1600
Short chord bolt
5
7500
1500
Bracing frame
4
15400
3850
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required:
In stringers, treads, landing etc. of stair cases including use of chequered plate wherever required, all complete.
1413
172103
121.8
Painting on Concrete/Steel Surfaces with Epoxy
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and MoRD Technical Specification Clause 1701.
1021.14
141428
138.5
Dismantling of existing bailey bridge type unit bridge as per direction of the engineer in charge (approved rate vide W/O no. 29/EE/LTV/PWD/M/12-13), dt 22.02.2013.
80
57624
720.3
Erection of all components of portable steel type bridge having carriage way width 3.27 mtr. complete with steel decking, panel, bearing, post and other accessories as per direction of the Engineer-in-Charge.(Rate vide Approved extra item of Agreement No. 39/SE-V/EE/LTV/PWD/M/2012-13.)
20
26000
1300
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
72.71
33316
458.2
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
Sand filling
4.81
6474
1345.85
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).
P.C.C grade M 10
Nominal mix 1 : 3 : 6
5.91
60882
10301.5
P.C.C grade M 15 Nominal mix 1 : 2.5 : 5
40.45
427184
10560.8
III. P.C.C. grade M 20 (i) Nominal mix (1:1.5:3)
10.49
116455
11101.5
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.
24
115956
4831.5
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.
40
15688
392.2
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings&MoRD technical specificationsClauses 1000 & 1202.
2.99
274208
91647.05
Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5 (including centering, shuttering staging etc. but excluding reinforcement)
Cement concrete grade M 10 (using jhama brick aggregate) in case of concrete block pitching
I. P.C.C grade M10
(ii) Nominal mix 1:3:6 (Hand mixing)
16.2
171702
10598.9
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
120
512688
4272.4
Hill Side Drain Clearance
Removal of earth from the choked hill side drain and disposing it on the valley side manually as per MoRT&H technical specification Clause 3000.
1500
85950
57.3
Surface drain
Construction of unlined surface drains of average cross sectional area 0.40 sqm in ordinary soil tospecified lines, grades, levels and dimensions. 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
3000
65700
21.9
Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, 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.
90
22086
245.4
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