Public Works Department Tender
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Costs
EMD
₹ 2,86,127Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Construction Of Boxcell Culvert 7x6 Single Cell For The Replacement Of Bailey Bridge From Tulasikhar Block To Tulasikhar Bazar At Ch 1.50 Km. And Ch1.60 Km. Under Tulasikhar Rd Block During The Year 2024 25 Sh Delaunching Of Bailey Bridge Pcc Work R
Description
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Contact
Tender Id
2025_CEPWD_57717_1Bid Award Id
ViewTender No
144/SE II/PWD/RandB/2024 25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
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Cross drainage ( Box culvert)
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 mtr. Depth.
532.1
458
243808
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Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I. Sand filling
35.19
1168
41102
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Providing concrete for Plain/Reinforced Concrete in open Foundation complete as per drawings and MoRD technical specifications clauses 802, 803, 900, 1202 and 1203.(including centering & shuttering, staging etc. but excluding reinforcement.)
A. PCC M-15 Grade
9i) Nominal mix (1:2.5:5)
52.78
10234
540161
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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.
70
392
27454
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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)
VI. R.C.C grade M-25
i) upto 5 m height
297.86
12300
3663678
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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.
29.79
91483
2724955
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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.
319.2
4582
1462766
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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD technical specification Clauses 615, 710 and 1204.3.11
40
739
29584
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Providing and laying Reinforced cement concrete in superstructure as per drawings and MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5.(including centering, shuttering, staging etc but excluding reinforcement.)
ii) RCC Grade M 25 1) - Upto 5 m height
97.2
13372
1299778
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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.
9.72
93234
906243
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Providing and fixing in position Drainage spouts complete as per drawing & MoRDE technical specifications Clause 1209.
8
2007
16056
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Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with TMT reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO
III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified as per MoRT&H Technical Specification Clause 811
52.4
6100
319656
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Plastering with cement mortar (1:4) 12 mm thick on brickwork/ C.C. work including a finishing coat of neat cement punning with 2.75 kg of cement per sqm in substructure as per MoRD technical specification Clauses
613.4 & 1204.
422
224
94781
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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) I. Cement concrete grade M 10 (using jhama brick aggregate) in case of concrete block pitching
(i) Nominal mix 1:3:6
176.18
9420
1659704
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