Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date31 Jan 2025
Closing Soon12 Feb 2025
Tender Amount₹ 2,19,61,191
Costs
EMD
₹ 4,39,224Document Cost
₹ 8,000Tender Fee
Refer Documents
Summary
Improvement Of Approach Road For Bailey Bridge (at Existing Spt Bridge) In The Road From Howrah Embankment (ramsundar Nagar) To Box Cell Cd Via Mukta Pran Sangha (l 900.00 Mtr) Under Amc Ward No. 36 And 37
Description
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Contact
Tender Id
2025_CEPWD_57740_1Tender No
90 /CE/PWD(R and B)/ACE (P and DU)/2024-25.Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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Excavation for Structures
B) 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.
i) Ordinary Soil
a) Upto 3 m depth
2267.55
495
1123797.78
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Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200
I. Sand filling
130.5
1406
183503.88
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Providing concrete for plain concrete (using jhama brick aggregate) 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 (using jhama brick aggregate)
i) Nominal mix 1:3:6
153.9
9635
1482941.93
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Providing concrete plain/reinforced cement concrete in open foundation complete including formwork as per drawings & MoRD technical specification Clauses 802, 803, 900, 1202 & 1203. (including centering, shuttering, staging etc. but excluding reinforcement)
V. R.C.C grade M-25
406.23
12183
4949453.51
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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 specification Clauses 1000 and 1202.
40.62
91605
3720995.91
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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-25 i) upto 5 m height
128.73
12854
1654793.25
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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.
12.87
91847
1182075.01
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Brick masonry work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203.
i) Brick masonry in 1:4 cement mortar
120.94
9746
1178752.42
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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
459
232
106740.45
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GRANULAR SUB_BASES, (Non-Bituminous) AND SHOULDERS.
-
-
-
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Flat Brick soling
Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 KN as per MoRD Technical Specification Clause 412.
1320
601
794376
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Brick on edge soling
Providing and laying brick on edge soling layer on prepared subgrade according to lines, grades and cross section shown on the drawing, filling joints with sand, watering and rolling the same with three wheeled road roller 80-100 kn as per MoRD Technical Specification clause 412.
629.5
1034
650959.66
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Brick edging laid length wise
Providing and laying brick edging laid lengthwise on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 KN as per MoRD Technical Specification Clause 412.
675
88
60068.25
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WBM Grading 3
Providing, laying, spreading and compacting 53 mm to 0.075 mm jhama brick aggregates to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Technical Specification Clause 405.
A) By Manual Means
284.06
7895
2242934.92
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BASES AND SURFACE COURSES(Bituminous)
-
-
-
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Providing and applying tack coat with bitumen (VG-30) using distributor at the rate of 0.75 kg per sqm on the prepared bituminous surafce/granuler surface cleaned with hydraulic broom as per MoRD Technical Specification clause 503.
3412.5
56
191441.25
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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 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 (60/70 Grade) VG-30
3412.5
346
1184001
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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.
A. By Manual Means
Case - IV : Type D (premix with fine sand)
(I). Bitumen of VG-30
3412.5
78
268768.5
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