Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date26 Jun 2024
Closing Date16 Jul 2024
Tender Amount₹ 24,20,973
Costs
EMD
₹ 48,419Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Mtc. Of Road From Hrishyamukh-jolaibari Road To Bhaskar Para (l-3.57 Km) Under Hrishyamukh R.d. Block During The Year 2024-25 (portion From 2.57 Km To 3.57 Km).
Description
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Contact
Tender Id
2024_CEPWD_50039_1Bid Award Id
ViewTender No
12/NIT/EE/BD/PWD/BLN/2024-25.Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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 & cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.
425.1
9989
23.5
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.
2724.9
112701
41.36
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
3150
1087915
345.37
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
3150
247464
78.56
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
1260
24066
19.1
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.
i) Surface Drains in Ordinary Soil a) Manual Means
480
55008
114.6
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
a) Upto 3 m depth
30.72
14075
458.2
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
(i) Sand filling
2.56
3484
1361.06
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
3.84
36421
9484.8
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
36.87
357667
9701.3
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
30.4
7026
231.13
Providing and placing gunny/ polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minimum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification.
500
22750
45.5
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.
105
25767
245.4
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