Manakkapadi Vettikulam Road Retarring Side Protection Retarring
Tender Value
6.67 Lakhs
Estimated cost
Bid Submission
25 Sep 2019
0 days left
EMD
16679
Bank guarantee accepted
Document Fee
1335
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
mulanthuruthy → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Manakkapadi Vettikulam Road Retarring Side Protection Retarring
BOQ
| Work Name:2019-20 MLTY GP : Manakkapadi vettikulam road retarring, side protection in ward 8(proj. no. 74) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Retarring | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 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. | BI01010001010000000000000515BI0100001114 | 149.702 | sqm |
| 3 | 1.002 | 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. | BI01010001010000000000000515BI0100001115 | 66.751 | sqm |
| 4 | 1.003 | 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. | BI01010001010000000000000515BI0100001116 | 1341 | sqm |
| 5 | 1.004 | 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) | BI01010001010000000000000515BI0100001117 | 1341 | sqm |
| 6 | 1.005 | 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) | BI01010001010000000000000515BI0100001118 | 1341 | sqm |
| 7 | 1.006 | 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. | BI01010001010000000000000515BI0100001119 | 227.9 | sqm |
| 8 | 1.007 | od255580/2019_2020 : :MORD Data - Filling with Quarry Muck: Filling up low laying and water logged areas with<br>local material/quarry muck, spreading in layers, leveling the top at site and consolidation by ramming etc<br>complete for improving the CBR value of sub grade | BI01010001010000000000000515BI0100001120 | 34.185 | cum |
| 9 | 1.008 | od255577/2019_2020 : Providing and laying 80mm thick factory made cement concrete interlocking paver<br>block of M30 grade made by block making machine with strong vibratory compaction, of approved size<br>design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6mm<br>metal all complete as per the direction of Engineer - in- charge<br> for medium traffic areas<br> | BI01010001010000000000000515BI0100001121 | 227.9 | sqm |
| 10 | 1.009 | od40403/2019_2020 : Providing concrete for plain/reinforeced concrete in open foundations complete as per drawings and technical specifications clause v802,803,1202 and 1203 <br>III PCC grade M20<br>(i) Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001122 | 0.789 | cum |
| 11 | 1.01 | 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 | 4.77 | cum |
| 12 | 1.011 | od255578/2019_2020 : 1:4:8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all works up to plinth level CC CC 1:4:8(1 cement 4 course sand 8 graded stone aggregate 40 mm nominal size for concrete road base layer (Modified MoRD 11.4.1)) | BI01010001010000000000000515BI0100001124 | 1.59 | cum |
| 13 | 1.012 | 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 | 5.301 | cum |
AI Tender Summary
Tender Timeline
Sep 18, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 25, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 27, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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