2020-21 Ncrfw Cherpu Bp -Thottiparambu Bhagavathiskhetram Road Vallachira Gp Tarring
Tender Value
4.46 Lakhs
Estimated cost
Bid Submission
05 Oct 2020
0 days left
EMD
11200
Bank guarantee accepted
Document Fee
1071
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Vallachira → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
2020-21 Ncrfw Cherpu Bp -Thottiparambu Bhagavathiskhetram Road Vallachira Gp Tarring
BOQ
| Work Name:NCRFW 2019-20 Cherpu BP Thottiparambu Bhaghavathi kshethram Road Vallachira GP | |||||
|---|---|---|---|---|---|
| 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 | 15.78 | cum |
| 3 | 1.002 | 11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001115 | 5.32 | cum |
| 4 | 1.003 | 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) | BI01010001010000000000000515BI0100001116 | 9.48 | cum |
| 5 | 1.004 | 13.1.1.1 : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5I.R.C.C grade M 20(i)For nominal mix 1:2:4 | BI01010001010000000000000515BI0100001117 | 2.268 | cum |
| 6 | 1.005 | od533077/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 III.P.C.C. grade M 20 (i)Nominal mix (1:2:4) ( Modified data 11.4.3.1 & 11.4.4) | BI01010001010000000000000515BI0100001118 | 0.35 | cum |
| 7 | 1.006 | 13.3 : Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 | BI01010001010000000000000515BI0100001119 | 0.227 | tonne |
| 8 | 1.007 | 2.5.2.A : Dismantling of Structures<br>\nDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II)\tBy Mechanical Means\t\t<br>\n\t(A)\tCement Concrete | BI01010001010000000000000515BI0100001120 | 3.43 | cum |
| 9 | 2 | Drain | BI01010001010000000000000515BI0100001121 | ||
| 10 | 2.001 | 11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001122 | 9 | cum |
| 11 | 2.002 | 11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15(i)Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001123 | 21 | cum |
| 12 | 2.003 | od533074/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 P.C.C grade M20 Nominal Mix (1:2:4) (Modified data 11.4.3.1&11.4.4) | BI01010001010000000000000515BI0100001124 | 2.75 | cum |
| 13 | 3 | Retarring | BI01010001010000000000000515BI0100001125 | ||
| 14 | 3.001 | 75.5.5.B.2pb : Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates\n<br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | BI01010001010000000000000515BI0100001126 | 16.86 | sqm |
| 15 | 3.002 | 75.5.2.1pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001127 | 230 | sqm |
| 16 | 3.003 | 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>\t\t\t\t\t\t\t\t\nProviding, 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.\t\t<br>\t\t\t\t\t\t\nCase - I By Manual Means\t<br>\t\t\t\t\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001128 | 230 | sqm |
| 17 | 3.004 | 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\t<br>\nA.\tBy Manual Means\t<br>\nCase III : Type C\t<br>\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001129 | 230 | sqm |
| 18 | 3.005 | 3.14 : Construction of Subgrade and Earthen Shoulders<br>\nConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | BI01010001010000000000000515BI0100001130 | 2.22 | cum |
| 19 | 3.006 | od560870/2019_2020 : Providing Name board | BI01010001010000000000000515BI0100001131 | 1 | no |
AI Tender Summary
Tender Timeline
Sep 24, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 08, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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