Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date30 May 2023
Closing Date19 Jun 2023
Tender Amount₹ 24,24,136
Costs
EMD
₹ 48,483Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Mtc. Of Road From Manu Bazar (bailey Bridge) - Alashya Bazar To Durgarai School
Description
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Contact
Tender Id
2023_CEPWD_38888_1Bid Award Id
ViewTender No
20/EE/PWD R and B/STB/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate 3) 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
16.22
118590
7310.2
Prime Coat (ii) Medium porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.20 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.
216.3
12117
56.02
20 mm thick Open-Graded Premix Carpet using Bituminous (penetration 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
2235.1
710225
317.76
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 (60/70 Grade) VG-30
2235.1
116002
51.9
Excavations 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 to upto a lead upto 50m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. (I) Ordinary Soil
64.88
22169
341.7
Filling in foundation trenches as per drawing & MoRD technical Specification Clause 305.3.9 1200 (I) Sand Filling
3.89
4249
1093.1
Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawing & MoRD technical Specification Clause 900, 1200 &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
7.17
72714
10135.74
Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawing & MoRD technical Specification Clause 900, 1200 &1203 (including centering, shuttering, staging etc but excluding reinforcement) III. P.C.C grade M 20 ( using jhama brick aggregate ) (i)Nominal mix (1:2:4)
3
26800
8933.35
Brick masonary work in cement mortar in foundation completeed excluding pointing & plastering as per drawing & MoRD technical Specification Clauses 600, 1202 & 1203 (II) Brick masonry in 1:4 cement mortar
54.42
470357
8643.41
Brick masonary work in cement mortar in sub-structure completeed excluding pointing & plastering as per drawing & MoRD technical Specification Clauses 602, 603, 604, 1202 & 1204 (II) In 1:4 cement mortar
39.82
363546
9129.82
Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centring, shuttering, staging etc. but excluding reinforcement ) II. R.C.C M 25
11.04
143179
12966.25
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.
1.1
77207
69918.64
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawings & MoRD technical specifications Clauses 800 & 1206.3 (including centring, shuttering, staging etc. and reinforcement )
1.71
29047
16986.71
Providing M20 (with jhama brick aggregate) architechtural coping on the top of wing wall, return wall etc. complete including formwork as per drawing & MoRD technical Specification Clauses 615, 710 & 1204.3.11
10
6291
629.09
Providing and 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 to firm condition complete as per drawing and Mord technical specification clause 1204.3.8
4.8
21269
4431.03
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
130.44
18327
140.5
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
56.88
10267
180.51
Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 sqm in ordinary soil to specifie lines, grades, levels and dimensions. Excavated material 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 (A) Manual Means
180
15372
85.4
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