Cmlrrp-Pinarayi Gp-Miantanance To Companymetta Cherikal Road 0/000- 1/040
Tender Value
Ref. Documents
Estimated cost
Bid Submission
14 Jan 2021
0 days left
EMD
33500
Bank guarantee accepted
Document Fee
3051
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
pinarayi → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Cmlrrp-Pinarayi Gp-Miantanance To Companymetta Cherikal Road 0 / 000- 1 / 040
BOQ
| Work Name:CMLRRP-PINARAYI GP-MIANTANANCE TO COMPANYMETTA CHERIKAL ROAD 0/000- 1/040 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | RETARRING | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 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. | BI01010001010000000000000515BI0100001114 | 2250 | sqm |
| 3 | 1.002 | 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. | BI01010001010000000000000515BI0100001115 | 55 | sqm |
| 4 | 1.003 | 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. | BI01010001010000000000000515BI0100001116 | 18.43 | sqm |
| 5 | 1.004 | od832391/2020_2021 : Plastic Roads - Bitumen S-65 <br><br>20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder<br><br>Providing, 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)<br><br>Case - I By Manual Means<br><br>(II)Bitumen (S-65) (VG - 30) | BI01010001010000000000000515BI0100001117 | 2250 | 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 | 2250 | sqm |
| 7 | 1.006 | 3.5.3 : Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | BI01010001010000000000000515BI0100001119 | 173.7 | cum |
| 8 | 1.007 | od832392/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br><br>I.P.C.C grade M 10<br><br>(i)Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001120 | 51.84 | cum |
| 9 | 1.008 | od832393/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III.P.C.C. grade M 20 <br>(i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001121 | 25.92 | cum |
| 10 | 1.009 | od932264/2020_2021 : (MOD 11.4.1.2)Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203-For belt over DR masonry<br>I. P.C.C grade M 10<br>(ii) Nominal mix 1:3.6 (Hand mixing)<br> | BI01010001010000000000000515BI0100001122 | 4.725 | cum |
| 11 | 1.01 | 2.7.D : Dismantling Stone Masonry as per Technical Specification Clause 202.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(D)Dry Rubble Masonry | BI01010001010000000000000515BI0100001123 | 25.2 | cum |
| 12 | 1.011 | od933744/2020_2021 : :Stone masonry work with departmental materials in cement mortar in foundationcomplete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Dry Rubble Masonry(i) In 1:3 cement morta | BI01010001010000000000000515BI0100001124 | 15.12 | cum |
| 13 | 1.012 | od930540/2020_2021 : Random rubble dry stone masonry | BI01010001010000000000000515BI0100001125 | 56.28 | cum |
| 14 | 1.013 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001126 | 0.237 | tonne |
| 15 | 1.014 | od832394/2020_2021 : Providing and fixing Name Board of size 0.60x0.60m made with vertical post 32mm dia GI pipe and RHS 25x25mm 16gauge frame and 0.80mm thick GI sheet and painting two sides with synthetic enamel paint including painting the letters with synthetic enamel paint | BI01010001010000000000000515BI0100001127 | 1 | each |
AI Tender Summary
Tender Timeline
Dec 31, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJan 14, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 18, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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