Tender For Maintenance Of Road From Nh 08 To Kamlapur Village L 2 Point 09 Km From Ch0 Km To 0 Point 60 Km Under Pwd R And B Pencharthal Sub Division During The Year 202223 Sh Pots Holes Repairs Carpeting Seal Coat Rcc Retaining Wall Gr I
Tender Value
23.42 Lakhs
Estimated cost
Bid Submission
13 Dec 2022
0 days left
EMD
46860
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
pecharthal → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Maintenance Of Road From Nh 08 To Kamlapur Village L 2 Point 09 Km From Ch0 Km To 0 Point 60 Km Under Pwd R And B Pencharthal Sub Division During The Year 202223 Sh Pots Holes Repairs Carpeting Seal Coat Rcc Retaining Wall Gr I
BOQ
| Sl. No. | Item Description |
| 1 | Maintenance of bituminous surface roadI. 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 75 mm B.M, after applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per MoRD technical specification Clauses 1900, 502, 503 and 504. |
| 2 | Tack coat using hot straight run bitumen of grade VG-30 on bituminous surfaceProviding 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. |
| 3 | 20 mm thick Open-Graded Premix Carpet using Bituminous (viscocity grade/ modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscocity 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: ByManual Means(I) Bitumen of VG-30 |
| 4 | Seal CoatProviding 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 MeansCase - IV :Type D (premix with fine sand)(I) Bitumen of VG-30 |
| 5 | Excavation for StructuresA. Without dewatering.Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & 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 |
| 6 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.I Sand filling |
| 7 | Providing concrete for plain/reinforced concrete 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).III P.C.C grade M 20 (i) Nominal mix (1:2:4) |
| 8 | Providing concrete for plain/reinforced concrete 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).IV P.C.C grade M 20 (i) Nominal mix (1:2:4) |
| 9 | 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. |
| 10 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. butexcluding reinforcement)V. R.C.C grade M-20 (1:2:4) (Nominal mix)i) upto 5 m height |
| 11 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. butexcluding reinforcement)V. R.C.C grade M-20 (1:2:4) (Nominal mix)ii) For height above 5 m upto 10 m |
| 12 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202. |
| 13 | Providing weep holes on brick masonry/ plain/ reinforced concrete wall with 75 mm dia uPVC pipe with ISI mark of approved/ reputed make extending through the full width of the structures with slope of 1(V):20(H) towards drawing face including cutting, fixing etc. complete as per drawing and direction of the Engineer-in-Charge and technical specification. |
| 14 | Providing & 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 abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8. |
| 15 | Construction of Embankment with Material Obtained from Borrow PitsConstruction 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. |
| 16 | Road side Pucca DrainsConstruction 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. Kerb & Channel drain (top clear width 600 mm, bottom clear width 150 mm and clear depth of 200 mm)I. In Ordinary Soil |
AI Tender Summary
Tender Timeline
Nov 23, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedDec 13, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 13, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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