Thayivila Mukku Nehru Junction Road Drain Thayivila Mukku Nehru Junction Road DrainMaintenance Ward 15 In Mynagappaly GramaPunchayath
Tender Value
8.02 Lakhs
Estimated cost
Bid Submission
10 Jun 2020
0 days left
EMD
22500
Bank guarantee accepted
Document Fee
2142
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
mynagappally → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Thayivila Mukku Nehru Junction Road Drain Thayivila Mukku Nehru Junction Road DrainMaintenance Ward 15 In Mynagappaly GramaPunchayath
BOQ
| Work Name:SO 53/21 THAYIVILA MUKKU NEHRU JUNCTION ROAD DRAIN MAINTENANCE WARD 15 IN MYNAGAPPALY GRAMA PUNCHAYATH | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Road maintenance | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 3.2 : Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | BI01010001010000000000000515BI0100001114 | 750 | sqm |
| 3 | 1.002 | 4.9 : Wet Mix Macadam\t<br>\t\t\nProviding, 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.\t\t<br>\t\nBy Mechanical Means with 1 km lead | BI01010001010000000000000515BI0100001115 | 56.25 | cum |
| 4 | 1.003 | 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 | BI01010001010000000000000515BI0100001116 | 750 | sqm |
| 5 | 1.004 | 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. | BI01010001010000000000000515BI0100001117 | 750 | sqm |
| 6 | 1.005 | 75.5.5.A.1pb : Modified Penetration Macadam 50 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. | BI01010001010000000000000515BI0100001118 | 14.61 | sqm |
| 7 | 1.006 | 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. | BI01010001010000000000000515BI0100001119 | 18.39 | sqm |
| 8 | 1.007 | 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. | BI01010001010000000000000515BI0100001120 | 300 | sqm |
| 9 | 1.008 | 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) | BI01010001010000000000000515BI0100001121 | 1050 | sqm |
| 10 | 1.009 | 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) | BI01010001010000000000000515BI0100001122 | 1050 | sqm |
| 11 | 1.01 | 11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20 | BI01010001010000000000000515BI0100001123 | 16.089 | cum |
| 12 | 1.011 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001124 | 1.449 | tonne |
| 13 | 1.012 | od707212/2020_2021 : Surface dressingof the ground in allkinds of soilincluding removing vegetation andin equalitiesnot exeeding 15cm deep and disposal of rubbish lead up to 50m&lift up to1.5m | BI01010001010000000000000515BI0100001125 | 68 | sqm |
| 14 | 1.013 | od707213/2020_2021 : Plain cement concrete pavement thickness as per design over a prepared subbase with 43grade. Cement or any other type as perclause 1501.2.2M20(grade) coarse and fineaggregate confirming to IS 383 maximum size of coarse aggregate not exeeding25mm mixed in a concrete mixer of not lessthan0.2cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork (steel channel, wedges.steel plates including levelling the formwork as per drawing) spreding the concrete with shovels ,rakes,compacted using needle vibrator and finished in continuous operation including provision of contraction and expansion construction joints curing of concrete slabs for 14 days water finishing to lines and grade as per drawing and technical specifications clause 1501(form work excluded) | BI01010001010000000000000515BI0100001126 | 10.2 | cum |
AI Tender Summary
Tender Timeline
Jun 03, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 10, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 15, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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