Tender For Annual Plan-Vmc-280/23 Balance Portion Of Ilanthassery Road Construction In Ward 26- Vnc 280/23-General Civil Work
Tender Value
6.94 Lakhs
Estimated cost
Bid Submission
16 Feb 2023
0 days left
EMD
17370
Bank guarantee accepted
Document Fee
1535
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
vaikom → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Annual Plan-Vmc-280 / 23 Balance Portion Of Ilanthassery Road Construction In Ward 26- Vnc 280 / 23-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Road & extenstion of culvert |
| 2 | OD373960/2022-2023:RING BUND Type-I-Putting up ring bund as per approved shape 2.0m bottom width, 1m topwidth using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart andfilled in between with puddle clay to form bund for an average height 2.0m |
| 3 | OD330518/2022-2023:Pumping or Bailing out water and removing slush etc by using pump set including cost oflabour, oil hire charges of pump set, etc complete |
| 4 | OD330533/2022-2023:Coconut Pile- Supplying and stacking well matured straight coconut post for driving downthrough various strata below bed level including cost, conveyance, labour charges etc. complete(modified item 60.64.1) |
| 5 | OD330534/2022-2023:COCONUT PILE- DRIVING DOWN COCONUT PILE TO LINES AND LEVELS THROUGH VARIOUS STRATA INCLUDING ALL HIRE CHARGES AND LABOUR FOR FIXING, STAGING PLATFORM AND ALL OTHER APPLAINCES NECESSARY FOR PILE DRIVING DOWN AFTER POINTING THE BOTTOM END |
| 6 | OD330537/2022-2023:Cutting and removing the excess length of wooden piles to lines and levels and removing thecut end of piles and stacking within 150m |
| 7 | 11.1.1.1:Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I. Ordinary soil(i) Upto 3 m depth |
| 8 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 9 | OD330541/2022-2023:DR PACKING Under foundation - Dry stone packing under foundation with good qualityblasted rubble including conveyance of material and labour charges etc. complete as perdirection of departmental officers at site. |
| 10 | OD330886/2022-2023:Dry Rubble Masonry: Dry Rubble Masonry in foundation and superstructure including packingto compactness to lines and levels including coast and conveyance etc complete (DSR 2018Modified item 60.7.1) |
| 11 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4) |
| 12 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 mIII. R.C.C grade M 20 |
| 13 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 14 | OD338674/2022-2023:Surface dressing of ground including removing vegetation and inequalities not exceeding 15cm depth and disposal of rubbish,lead up to 50m and lift up to 1.5m |
| 15 | OD374023/2022-2023:Filling with contractor's own earth (excluding rock) in open areas in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5m as per direction ofsite Engineer-in-charge. |
| 16 | OD374047/2022-2023:Filling with quarry muck filling up low laying and water logged areeas with local materiels/quarry muck,spreading in layers, and leveling the top at site and consolidation by ramming etc complete for improving the CBR value of subgrade |
| 17 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead |
| 18 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 19 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 20 | 75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br> 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 penetration 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 as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65) |
| 21 | 75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65) |
AI Tender Summary
Tender Timeline
Feb 09, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 16, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 20, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender