Work Name Cmlrrp Kalady Gp Kolenchery Kavala Yordanapuram Road Rennovation Work Name Cmlrrp Kalady Gp Kolenchery Kavala Yordanapuram RoadRennovation
Tender Value
25 Lakhs
Estimated cost
Bid Submission
08 Oct 2020
0 days left
EMD
62500
Bank guarantee accepted
Document Fee
5600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kalady → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Work Name Cmlrrp Kalady Gp Kolenchery Kavala Yordanapuram Road Rennovation Work Name Cmlrrp Kalady Gp Kolenchery Kavala Yordanapuram RoadRennovation
BOQ
| Work Name:CMLRRP-KALADY GP-KOLENCHERY KAVALA YORDANAPURAM ROADRENNOVATION | |||||
|---|---|---|---|---|---|
| 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 | 250.98 | 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 | 260.6 | 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 | 3500 | sqm |
| 5 | 1.004 | 75.5.9.2.2.Pa : Plastic Roads - Bitumen S-65 <br>\n20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder\t<br>\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 (with 7% of bitumen replaced by shredded waste plastic)\t<br>\nCase - I By Manual Means\t<br>\n(II)\tBitumen (S-65) (VG - 30) | BI01010001010000000000000515BI0100001117 | 3500 | 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 | 3500 | sqm |
| 7 | 2 | tile paving | BI01010001010000000000000515BI0100001119 | ||
| 8 | 2.001 | 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. | BI01010001010000000000000515BI0100001120 | 185.5 | sqm |
| 9 | 2.002 | od776339/2020_2021 : :Providing and laying 80mm thick factory made cement concrete interlocking paver<br>block of M-30 grade nade by block making machine with strong vibratory compaction of approved size,<br>design and shape laid in required colour &pattern over and inculding 50 mm thick compacted bed of 6mm<br>metal all complete as per the direction of engineer in charge for light an medium weight etc complete.<br> | BI01010001010000000000000515BI0100001121 | 318 | sqm |
| 10 | 2.003 | od776302/2020_2021 : Providing concrete for plain/reinforced concreteusing 20mm broken stone(formwork excluded ,cement content changed to 320kg/m3,40mm aggregate excluded <br><br>III.P.C.C. grade M 20 <br>(i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001122 | 0.896 | cum |
| 11 | 2.004 | 3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | BI01010001010000000000000515BI0100001123 | 180 | cum |
| 12 | 2.005 | od776358/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202,1203.P.C.C. grade M 10 <br>(i)Nominal mix (1:3:6) | BI01010001010000000000000515BI0100001124 | 18 | cum |
| 13 | 2.006 | 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) | BI01010001010000000000000515BI0100001125 | 97.2 | cum |
| 14 | 2.007 | 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 | BI01010001010000000000000515BI0100001126 | 8 | cum |
| 15 | 2.008 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001127 | 0.8 | tonne |
| 16 | 2.009 | od776361/2020_2021 : Providing concrete for plain/reinforced concreteusing 20mm broken stone(formwork excluded ,cement content changed to 320kg/m3,40mm aggregate excluded <br><br><br>(i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001128 | 3.6 | cum |
| 17 | 3 | name board | BI01010001010000000000000515BI0100001129 | ||
| 18 | 3.001 | 10.4.A.1 : Direction and Place Identification signs with size more than 0.9 sqm size board\t<br>\t\t\nA.\tRetro-reflectorised Traffic Signs\t\t<br>\n1\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 mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. 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 | BI01010001010000000000000515BI0100001130 | 0.9 | sqm |
AI Tender Summary
Tender Timeline
Oct 01, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedOct 08, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 12, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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