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Maintenance Of Road From Nh08 Near Satsanga Ashram To Naraura During The Year 2022-23 Sh- Re-Carpeting, Pot Holes Repair, Paver Block Work Etc. ( L-600.00 Mtr ) , Bishalgarh-Tripura

Public Works Department-PWD has published Maintenance Of Road From Nh08 Near Satsanga Ashram To Naraura During The Year 2022-23 Sh- Re-Carpeting, Pot Holes Repair, Paver Block Work Etc. ( L-600.00 Mtr ) . Submission Date for this Tender is 22-12-2021. Road Work Tenders in Bishalgarh Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

30118938
Maintenance Of Road From Nh08 Near Satsanga Ashram To Naraura During The Year 2022-23 Sh- Re-Carpeting, Pot Holes Repair, Paver Block Work Etc. ( L-600.00 Mtr )
Open Tender
Indian
Tripura
Bishalgarh
22-12-2021

Tender Details

Maintenance Of Road From Nh08 Near Satsanga Ashram To Naraura During The Year 2022-23 Sh- Re-Carpeting, Pot Holes Repair, Paver Block Work Etc. ( L-600.00 Mtr )

Key Value

Document Fees
INR 1000 /-
EMD
INR 24074.0 /-
Tender Value
INR 24.07 Lakhs /-

BOQ Items

Name of Work: Maintenance of road from NH08 near Satsanga Ashram to Naraura during the year 2022-23/ SH: Re-carpeting, pot holes repair, paver block work etc. (L-600.00 mtr)
Sl. No. Item Description
1Providing 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.
2Brick 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.
3WBM 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 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 (i) By Manual Means
4Providing and laying tack coat using hot straight run bitumen of grade VG- 30, including heating the bitumen, spraying the bitumen, cleaning and spreading the existing road surface as per specifications: On W.B.M @ 0.75 kg/ Sqm.
5Providing and laying tack coat using hot straight run bitumen of grade VG- 30, including heating the bitumen, spraying the bitumen, cleaning and spreading the existing road surface as per specifications: On bitumen surface @ 0.50 kg/ Sqm.
620 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 i) Bitumen of VG-30
7Seal 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
8Patch repairing/Maintenance of bituminous surface road using jhama brick aggregate & Viscosity Graded bitumen (VG-30) Repairing pot holes and making up small depressions with ramming or power rolling after removal/ disposal of disintegrated materials within a lead of 50m, cutting pot holes to regular shapes with vertical edges and levelling the bottom, cleaning the same with compressed air or any other appropriate method including screening, cleaning of aggregates; and filling with jhama chips using bitumen of VG-30 @ 54 kg per m3 of loose volume of jhama brick chips, after applying tack coat of bitumen on sides and bottom @ 0.75 kg/sqm and finishing the top of repaired surface levelled with adjoining area in proper grade and camber including spreading of sand @ 0.006 cum/ sqm of prepared road surface as per direction of the Engg-in-charge and all as per MoRD technical specification Clause 1900, 502, 503 and 504.
9Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m, dressing of sides &bottom and back filling in trenches with excavated suitable material. ordinary soil. upto 3 mtr. depth
10Fillingin foundation trenches as per drawing & MoRD Technical specification Clause 305.3.9, 1200 ( i ) Sand filling
11Providing concrete for plain concrete ( Using Jhama Brick aggregate ) in open foundations complete as per drawings &MoRD technical specificatioins Clauses 802, 803, 1202 & 1203.( in/c. centering and shuttering, staging etc. but ex/c. reinforcement.) ( I ) P.C.C grade M10 ( Using Jhama Brick aggregate ) i) Nominal Mix 1:3:6 (Hand Mixing)
12Brick Masonry work in cement morterin Sub structurecomplete excluding pointing and plastering as per drawing and Mord technical specification clauses 602,603,604,1202, & 1204 (i) In 1: 4 cement morter
13Plastering 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
1480 mm thick factory made c.c. interlockingpaver block of M-35 Grade Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge: (a) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern.
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