Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date5 Aug 2023
Closing Date31 Aug 2023
Tender Amount₹ 45,89,618
Costs
EMD
₹ 91,792Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Periodical Renewal Of Completed Pmgsy Road From T05 Ratanmani Setu To Das Para (link No.l069) L-1.896 Km Under The Jurisdiction Of Hrishyamukh Pwd(randb) Sub-division Under Hrishyamukh R.d. Block During The Year 2023-24.
Description
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Contact
Tender Id
2023_CEPWD_40656_1Bid Award Id
ViewTender No
34/NIT/SE-III/R/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
Prime Coat
Low 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 0.70- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502
1897.73
86156
45.4
Tack Coat
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.
1897.73
27820
14.66
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.
5390.27
196744
36.5
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 Viscosity 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
Bitumen of VG-30
7288
2137278
293.26
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
i) Case - IV : Type D (premix with fine sand)
a) Bitumen of VG-30
7288
374530
51.39
Maintenance of Earthen shoulder (stripping of excess soil)
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903.
3927
57726
14.7
Surface Drains
Construction of unlined surface drains of average cross- sectional area 0.40 sqm in ordinary soil to specified 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) Surface Drains in Ordinary Soil
i) Manual Means
690
58926
85.4
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)
A. Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm)
i) In Ordinary Soil
50
150031
3000.62
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 m depth
3.75
1281
341.7
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. (I) Sand filling
0.25
253
1015.82
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 20 (using jhama brick aggregate)
3.75
33601
8960.4
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202.
0.19
12831
68435.63
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
6.08
51758
8512.94
Providing and placing gunny/ polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification.
300
10140
33.8
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