Konni Block Panchayath 2019 2020 Construction Of Culvert At Thekkinaal Pathaalil Marthoma Palli Parsonage Road
Tender Value
4.46 Lakhs
Estimated cost
Bid Submission
08 Nov 2019
0 days left
EMD
11200
Bank guarantee accepted
Document Fee
900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
KONNI → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Konni Block Panchayath 2019 2020 Construction Of Culvert At Thekkinaal Pathaalil Marthoma Palli Parsonage Road
BOQ
| Work Name:S0118/19 KONNI BLOCK PANCHAYTH 2019 2020 CONSTRUCTION OF CULVERT AT THEKKINAAL PATHAALIL MARTHOMA PALLI PARSONAGE ROAD | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | culvert | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 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 | BI01010001010000000000000515BI0100001114 | 9.091 | cum |
| 3 | 1.002 | od298493/2019_2020 : P.C.C grade M10 Nominal mix 1:3:6. Providing concrete for plain/reinforced cement concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 with out Form work | BI01010001010000000000000515BI0100001115 | 2.69 | cum |
| 4 | 1.003 | od305839/2019_2020 : Dowel bars supplying and providing MS dowel bars of size 16mm dia of 2m long (1m in rock and 1m in concrete) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout (0.10kg/each)etc complete. | BI01010001010000000000000515BI0100001116 | 4 | each |
| 5 | 1.004 | od305894/2019_2020 : Providing concrete for plain/reinforced concrete using 20mm aggregates in sub structures complete as per drawings and technical specifications Clause 802, 804,806,807,1202 &1204<br>III.P.C.C. grade M 20 WITH FORMWORK<br>(i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001117 | 0.3 | cum |
| 6 | 1.005 | 12.5.1.1 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mI.P.C.C grade M 15(i)Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001118 | 14.48 | cum |
| 7 | 1.006 | 12.5.3 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 m III.R.C.C grade M 20 | BI01010001010000000000000515BI0100001119 | 9.671 | cum |
| 8 | 1.007 | od298516/2019_2020 : plain/reinforced cement concrete M20(1:2:4 using 20mm b/s ) in substructure complete as per drawings and technical specifications Clause 802, 804,805,806,807, 1202 & 1204 WITH OUT Form work | BI01010001010000000000000515BI0100001120 | 0.34 | cum |
| 9 | 1.008 | 12.7 : Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | BI01010001010000000000000515BI0100001121 | 1.675 | tonne |
| 10 | 2 | side protection wall | BI01010001010000000000000515BI0100001122 | ||
| 11 | 2.001 | 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 | BI01010001010000000000000515BI0100001123 | 7.592 | cum |
| 12 | 2.002 | 2.7.D : Dismantling Stone Masonry as per Technical Specification Clause 202.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(D)Dry Rubble Masonry | BI01010001010000000000000515BI0100001124 | 11.45 | cum |
| 13 | 2.003 | od304458/2019_2020 : DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | BI01010001010000000000000515BI0100001125 | 5.725 | cum |
| 14 | 2.004 | od303580/2019_2020 : (NEW) DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001126 | 21.466 | cum |
| 15 | 2.005 | od298516/2019_2020 : plain/reinforced cement concrete M20(1:2:4 using 20mm b/s ) in substructure complete as per drawings and technical specifications Clause 802, 804,805,806,807, 1202 & 1204 WITH OUT Form work | BI01010001010000000000000515BI0100001127 | 0.551 | cum |
| 16 | 2.006 | od305293/2019_2020 : Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | BI01010001010000000000000515BI0100001128 | 9.342 | cum |
| 17 | 2.007 | od305302/2019_2020 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | BI01010001010000000000000515BI0100001129 | 3.206 | cum |
| 18 | 2.008 | od305306/2019_2020 : Construction of plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade<br>cement or any other type as per clause 1501.2.2 M 20 (grade),coarse and fine aggregates conforming to IS<br>383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2<br>cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side<br>formwork,spreading the concrete with showels,rakes,compacted using<br>needle vibrators and finished in continuous operation including provision of contraction<br>and expansion ,construction joints,curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and Technical<br>Specifications clause 1501(modified 6.4 with formwork) | BI01010001010000000000000515BI0100001130 | 1.8 | cum |
| 19 | 2.009 | od305294/2019_2020 : Ls For Name Board | BI01010001010000000000000515BI0100001131 | 1 | each |
AI Tender Summary
Tender Timeline
Nov 01, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 08, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 13, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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