Vythiri Grama Panchayath Cmlrrp 2020 21 Pappalavayal Chembatty Road
Tender Value
26.78 Lakhs
Estimated cost
Bid Submission
23 Jun 2020
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2975
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
VYTHIRI → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Vythiri Grama Panchayath Cmlrrp 2020 21 Pappalavayal Chembatty Road
BOQ
| Work Name:CMLRRP 2020-2021 VYTHIRI G.P. Pappalavayal- Chembatty road Concrete | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Road Concrete | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | od662162/2020_2021 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m | BI01010001010000000000000515BI0100001114 | 2045 | sqm |
| 3 | 1.002 | od662164/2020_2021 : 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 | BI01010001010000000000000515BI0100001115 | 204.5 | cum |
| 4 | 1.003 | od662170/2020_2021 : Construction of Plain Cement Concrete Pavement (WITHOUT FORM WORK) : Mord Item 6.4 Modified<br>Construction of Plain Cement Concrete Pavement, thickness as per design,over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 (M 20 grade), coarse and fine aggregates conforming to IS 383 (maximum size of coarse aggregate not exceeding 25 mm) mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, wedges,steel plates including leveling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle vibrators and finished in continuous operation including provision of contraction and expansion construction joints, curing of concrete slabs for 14 days, with water finishing to lines and grade as per drawing and Technical Specifications clause 1501 | BI01010001010000000000000515BI0100001116 | 306.75 | cum |
| 5 | 2 | Side Protection Work (DR) | BI01010001010000000000000515BI0100001117 | ||
| 6 | 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 | BI01010001010000000000000515BI0100001118 | 3.6 | cum |
| 7 | 2.002 | od662165/2020_2021 : DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of Departmental officers at site. | BI01010001010000000000000515BI0100001119 | 12.6 | cum |
| 8 | 2.003 | od662176/2020_2021 : Providing concrete for plain concrete in TOP Belt concrete in DR Retaining Walls complete as per drawings and direction of Engineer-in-Charge.<br>P.C.C grade M 10, Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001120 | 0.375 | cum |
| 9 | 3 | Culvert | BI01010001010000000000000515BI0100001121 | ||
| 10 | 3.001 | 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 | BI01010001010000000000000515BI0100001122 | 30.495 | cum |
| 11 | 3.002 | od742060/2020_2021 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | BI01010001010000000000000515BI0100001123 | 0.806 | cum |
| 12 | 3.003 | od662166/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations (WITHOUT FORMWORK) complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (11.4.1.1 Modified)P.C.C grade M 10, Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001124 | 1.896 | cum |
| 13 | 3.004 | 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) | BI01010001010000000000000515BI0100001125 | 10.147 | cum |
| 14 | 3.005 | 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 | BI01010001010000000000000515BI0100001126 | 0.019 | tonne |
| 15 | 3.006 | 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 | BI01010001010000000000000515BI0100001127 | 0.27 | cum |
| 16 | 3.007 | 13.3 : Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 | BI01010001010000000000000515BI0100001128 | 0.132 | tonne |
| 17 | 3.008 | 13.1.2 : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25 | BI01010001010000000000000515BI0100001129 | 1.644 | cum |
| 18 | 4 | Name board | BI01010001010000000000000515BI0100001130 | ||
| 19 | 4.001 | 10.4.A.3 : Direction and Place Identification signs with size more than 0.9 sqm size board<br>\nA. Retro-reflectorised Traffic Signs <br>3\tProviding and erecting direction and place identification retro- reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on RCC Posts 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001131 | 1 | sqm |
AI Tender Summary
Tender Timeline
Jun 15, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 23, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 27, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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