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Mtc. Of Road From Chellagang-Barmatilla Chowmuni To Chellagang Road ( L-1.60Km ) And An Road ( Dalak Vc ) To Paharpur Road ( L-1.00Km ) ( Total Carpeting Length- 2.60Km ) During The Year 2021-22 Sh -20Mm Pmc ( Using Paver Finis, Amarpur-Tripura

Public Works Department-PWD has published Mtc. Of Road From Chellagang-Barmatilla Chowmuni To Chellagang Road ( L-1.60Km ) And An Road ( Dalak Vc ) To Paharpur Road ( L-1.00Km ) ( Total Carpeting Length- 2.60Km ) During The Year 2021-22 Sh -20Mm Pmc ( Using Paver Finis. Submission Date for this Tender is 16-06-2021. Road Work Tenders in Amarpur Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

27954688
Mtc. Of Road From Chellagang-Barmatilla Chowmuni To Chellagang Road ( L-1.60Km ) And An Road ( Dalak Vc ) To Paharpur Road ( L-1.00Km ) ( Total Carpeting Length- 2.60Km ) During The Year 2021-22 Sh -20Mm Pmc ( Using Paver Finis
Open Tender
Indian
Tripura
Amarpur
16-06-2021

Tender Details

Mtc. Of Road From Chellagang-Barmatilla Chowmuni To Chellagang Road ( L-1.60Km ) And An Road ( Dalak Vc ) To Paharpur Road ( L-1.00Km ) ( Total Carpeting Length- 2.60Km ) During The Year 2021-22 Sh -20Mm Pmc ( Using Paver Finisher ) , Sand Seal Coat And All Ot Mtc. Of Road From Chellagang-Barmatilla Chowmuni To Chellagang Road ( L-1.60Km ) And An Road ( Dalak Vc ) To Paharpur Road ( L-1.00Km ) ( Total Carpeting Length- 2.60Km ) During The Year 2021-22 Sh -20Mm Pmc ( Using Paver Finisher ) , Sand Seal Coat And All Ot

Key Value

Document Fees
INR 2500 /-
EMD
INR 52842.0 /-
Tender Value
Refer document

BOQ Items

Name of Work:Mtc. of road from Chellagang-Barmatilla Chowmuni to Chellagang road (L=1.60km) & AN road (Dalak VC) to Paharpur road (L=1.00km) (Total Carpeting Length: 2.60km) during the year 2021-22/SH : 25mm PMC (withpaver finisher), Sand Seal Coat and all other alied works.
Sl. No. Item Description
1Maintenance of bituminous surface road using Jhama brick aggregate Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with B.M (using jhama brick aggregate & bitumen of VG-30), after applying prime coat at the bottom and tack coat on sides and on bottom (using bitumen emulsion) and compacting, trimming & finishing the surface to form a smooth continuous surface, all as per MoRD technical specification Clauses 1900, 502, 503 and 504.
2Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate 2) WBM Grading - 3 Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kNin 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
3Tack 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.
4Tack coat using hot straight run bitumen of grade VG-30 on W.B.M. Providing and applying tack coat using hot straight run bitumen of gradeVG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On W.B.M. @ 0.75 kg/ sqm.
520mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 25 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 - II: By Mechanical Means (I) Bitumen of VG-30
6Seal 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 VG-30
7Surface Drain in Soil 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 (B) Manual Means
8Wire Crates Providing and supplying G.I wire crates of 6mm gauge and size of 1.50 X 0.60 X 0.45m as per practical weight of 6.465kg including supplying mixed class bats of 0.345cum and filling with labor charge etc. complete and placing as per specification and as per direction of Engineer-in-charge.
9Seal coat on old bituminous road surfaceSand seal coat on old bituminous road surface by applying Viscocity Graded (VG-30) bitumen @ 1.00 kg per sqm using rubber brush after proper cleaning of the road surface and spreading of river sand @ 0.06 cum/ 10 sqm complete as per specification and direction of the Engg.-in- Charge.
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