Urgent Mtc. Of Road Namely Harina-Ailmara Road To Sonai Jalefa ( L-4.303Km ) From Ch.1.50 Km To Ch.4.303Km During The Year 2022-23 Sh -Patch Metaling, Re-Carpeting, Sand Seal Coat, 1 No. Cd ( 1.00M X 1.00M ) And Pucca Drain Etc.
Tender Overview
Project Description
Urgent Mtc. Of Road Namely Harina-Ailmara Road To Sonai Jalefa ( L-4.303Km ) From Ch.1.50 Km To Ch.4.303Km During The Year 2022-23 Sh -Patch Metaling, Re-Carpeting, Sand Seal Coat, 1 No. Cd ( 1.00M X 1.00M ) And Pucca Drain Etc.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 17-Jan-2022 | DNIeT correction | Technical Bid | 28-Jan-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | WBM Grading 3 :Providing, laying, spreading and compactingjhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand picking rolling with three wheel roller 80-100 KN in stage to proper grade and camber, applying and brooming and 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 |
| 2 | Prime Coat(i) Low porosity Providing and applying prime coat with bitumen emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and sprayingprimer at the rate of 0.70- 1.00 kg/sqm using mechanical means as per MoRDTechnical Specification Caluses 502. |
| 3 | Tack Coat:II) Providing and applying tack coat with bitumen emulsion (RS- 1) using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared dry & hungry bituminous surface cleaned with hydraulic broom as per MoRD Technical Specification Clause 503. |
| 4 | 20mm thick Open-Graded Premix Carpet using Bituminous (viscosity 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 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 |
| 5 | Seal CoatProviding & laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade & cross fall using type A or B type C or D as per MoRD technical specification clauses 510.1) By Manual Means.Case-iv : Type D ( Premix with fine sand )I) Bitumen of VG-30 |
| 6 | Excavation for StructuresB..With dewatering.Earthwork in excavation for structures as per drawing and MoRD technical specification Clause 305.1 including setting out, construction of shoring & braching, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.I) Ordinary soil(I) Up to 3.00 m depth |
| 7 | Filling in foundation trenches as per drawing & MORD Technical Specification Clause 305,3.9,1200. I. Sand filling |
| 8 | Providing concrete for Plain concrete ( using Jhama brick aggregate) in open foundations complete including form work as per drawings & MORD Technical Specifications clauses 802,803,900,1202 and 1203(including centering and shuttering staging etc. but excluding reinforcement)I. P.C.C. grade M10(using Jhama Brick aggregate) (i) Nominal mix 1:3:6 |
| 9 | Plain/ reinforcement cement concrete in substructure complete including formwork as per drawing & MoRD technical specifications Clauses 802,804, 805,806,807, 900,1202 & 1204. (including centring, shuttering, staging etc. but excluding reinforcement).VI.PCC grade M 20i) upto 5 m height |
| 10 | Plain/ reinforcement cement concrete in substructure complete including formwork as per drawing & MoRD technical specifications Clauses 802,804, 805,806,807, 900,1202 & 1204. (including centring, shuttering, staging etc. but excluding reinforcement).VI.RCC grade M 25i) upto 5 m height |
| 11 | Supplying fitting & placing Thermo Mechanically Treatedbar/Cold Twisted deformed barreinforcementin Substructurecomplete as per drawings & MoRD technical specifica-tion Clauses 1000 & 1202. |
| 12 | Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centering, shuttering, staging etc. but excluding reinforcement). i) R.C.C grade M-25 a) For height upto 5 m |
| 13 | Supplying, fitting, & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202. |
| 14 | Providing and laying of apron with cement concrete block of size as per table 1300.1 cast in situ and made with nominal mix of M - 15 grade cement concrete (using jhama brick aggt.) as per drawing and MoRD technical specification clause 1301 ( rate includes preparation of bed , nominal surface re - inforcement and filling of granular materials in recesses between blocks. )a) Concrete Grade-M-15 |
| 15 | 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. |
| 16 | Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC 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. |
| 17 | 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. |
| 18 | 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 centring, shuttering, etc. but excluding reinforcement) (D) U shaped drain ( top clear width 600 mm, bottom clear width 600 mm and clear depth of 600 mmI. In Ordinary Soil |
| 19 | Surface drainConstruction 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 |
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Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
CompletedBid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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