Ucr In Thrissur Dist Improvements To Meladoor Shappu Padi Road In Ward No 17 Of Annamanada Panchayath In Kodungallur Lac
Tender Value
Ref. Documents
Estimated cost
Bid Submission
19 Feb 2021
0 days left
EMD
40600
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
KODUNGALLUR → Kerala
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Ucr In Thrissur Dist Improvements To Meladoor Shappu Padi Road In Ward No 17 Of Annamanada Panchayath In Kodungallur Lac
BOQ
| Work Name : UCR in Thrissur Dist : Improvements to Meladoor Shappu Padi Road in Ward No.17 of Annamanada Panchayath in Kodungallur LAC | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Appendix A - Road (MoRD) | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 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 | 830 | sqm |
| 3 | 1.02 | 4.11.2 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii)\tUsing Gravel mix soil. | BI01010001010000000000000515BI0100001115 | 25 | cum |
| 4 | 1.03 | 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 | BI01010001010000000000000515BI0100001116 | 100 | cum |
| 5 | 1.04 | 5.1.1a : Prime Coat :-\t\t\t\t\t\nLow porosity\t<br>\t\t\t\t\t\t\t\n\tProviding 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 | BI01010001010000000000000515BI0100001117 | 920 | sqm |
| 6 | 1.05 | 5.2.3a : Tack Coat <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. | BI01010001010000000000000515BI0100001118 | 920 | sqm |
| 7 | 1.06 | 5.2.1a : Tack Coat<br>\nProviding 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. | BI01010001010000000000000515BI0100001119 | 2500 | sqm |
| 8 | 1.07 | 5.9.2.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65\t\t\t<br>\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<br>\t\t\t\t\t\t\t\nCase - II By Mechanical Means\t\t\t\t\t\t\t\t:-\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001120 | 3400 | sqm |
| 9 | 1.08 | 5.12.B.3.2a : Seal Coat - Mechanical Means - Type C - Bitumen S-65\t\t<br>\t\t\t\t\t\t\nProviding 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\t\t\t\t\t\t\t<br>\nB.\tBy Mechanical Means\t:-\t\t\t\t\t\t\nCase - III : Type C\t\t\t\t\t\t\t\t<br>\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001121 | 3400 | sqm |
| 10 | 2 | Appendix B : Box Culvert, Berm concreting and Cross Drain (MoRD) | BI01010001010000000000000515BI0100001122 | ||
| 11 | 2.01 | 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 | 107 | cum |
| 12 | 2.02 | 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 | BI01010001010000000000000515BI0100001124 | 22 | cum |
| 13 | 2.03 | 11.4.3.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001125 | 6 | cum |
| 14 | 2.04 | 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 | 3.899 | cum |
| 15 | 2.05 | 11.4.5 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 | BI01010001010000000000000515BI0100001127 | 66.4 | cum |
| 16 | 2.06 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001128 | 7.151 | tonne |
| 17 | 3 | Appendix C : Observed Data for Road, Cross Drain and Box culvert (DAR) | BI01010001010000000000000515BI0100001129 | ||
| 18 | 3.01 | 60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | BI01010001010000000000000515BI0100001130 | 26 | cum |
| 19 | 3.02 | 60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | BI01010001010000000000000515BI0100001131 | 125 | hour |
| 20 | 3.03 | 51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | BI01010001010000000000000515BI0100001132 | 225 | cum |
| 21 | 4 | road | BI01010001010000000000000515BI0100001133 |
AI Tender Summary
Tender Timeline
Feb 03, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 19, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 23, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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