Tender For Construction Of Rcc Retaining Wall Wing Wall On Both Side Of Approach Of Rcc Bridge At Iyachincherra Sh Retaining Wall Wing Wall Metalling Carpetting Seal Coat Pucca Drain Etc During The Year 2022 23 2Nd Call
Tender Value
16.83 Lakhs
Estimated cost
Bid Submission
03 Nov 2022
0 days left
EMD
33672
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
Construction Of Rcc Retaining Wall Wing Wall On Both Side Of Approach Of Rcc Bridge At Iyachincherra Sh Retaining Wall Wing Wall Metalling Carpetting Seal Coat Pucca Drain Etc During The Year 2022 23 2Nd Call
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for StructuresB.With 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.IOrdinary Soil(i)Upto 3 m depth |
| 2 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.I.Sand filling |
| 3 | 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).I.PCC grade M10(i) Nominal mix 1:3:6 |
| 4 | 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) |
| 5 | 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. |
| 6 | 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. but excluding reinforcement)V.R.C.C grade M-20 (1:2:4) (Nominal mix)i. upto 5 m height |
| 7 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specificationClauses 1002, 1005, 1010 and 1202. |
| 8 | Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7. |
| 9 | 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. |
| 10 | 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. |
| 11 | WBM Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kNin stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density \"Grading 2\" as per MoRD Technical Specification Clause 405.(A) By Manual Means |
| 12 | WBM Grading 3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 KNin stages to proper grade and camber, applying and brooming,stone screening 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 |
| 13 | Tack 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 grade VG-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 |
| 14 | 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 specification:On bituminous surface @ 0.50 Kg/Sqm. |
| 15 | 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 aggregate ether using penetration grade bitumen or emulsion to required line grade and level serve as wearing course on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheeled 80-100 kN static roller capacity finished to etherType A or Type B or Type C or Type D as per MoRD Technical specification clause 508.Case- 1 By manual means.(i) Bitumen VG-30 |
| 16 | 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 MeansCase - IV : Type D (premix with fine sand) (I)Bitumen (60/70 Grade) VG-30 |
| 17 | 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) Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm)In Ordinary Soil |
AI Tender Summary
Tender Timeline
Oct 13, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedNov 03, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 03, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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