Flood Relief Work 2020 21 Kondotty Block Panchayath Pulikkal Chevayur Kallingalroad In Cherukavu Grama Panchayat ( Retender ) Flood Relief Work 2020 21 Kondotty Block Panchayath Pulikkal Chevayur Kallingalroad In Cherukavu Grama Panchayat ( Retender )
Tender Value
4.43 Lakhs
Estimated cost
Bid Submission
21 Apr 2022
0 days left
EMD
11100
Bank guarantee accepted
Document Fee
890
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kondotty → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Flood Relief Work 2020 21 Kondotty Block Panchayath Pulikkal Chevayur Kallingalroad In Cherukavu Grama Panchayat ( Retender ) Flood Relief Work 2020 21 Kondotty Block Panchayath Pulikkal Chevayur Kallingalroad In Cherukavu Grama Panchayat ( Retender )
BOQ
| Sl. No. | Item Description |
| 1 | road retaring |
| 2 | 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. |
| 3 | od1387287/2021_2022 : OD/MORD/01/691945 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 |
| 4 | 4.9 : Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel 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. By Mechanical Means with 1 km lead |
| 5 | 5.1.1a : Prime Coat :- Low porosity 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 |
| 6 | 5.2.3a : Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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. |
| 7 | 5.5.A.1a : Modified Penetration Macadam 50 mm thick using Bitumen S-65 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. |
| 8 | 5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65) |
| 9 | 5.2.1a : Tack Coat 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. |
| 10 | 5.9.1.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 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. Case - I ByManual Means (II) Bitumen (S-65) |
| 11 | 5.12.A.3.2a : Seal Coat - Manual Means - Type C - Bitumen S-65 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 A. By Manual Means :- Case - III :Type C (II) Bitumen (S-65) |
AI Tender Summary
Tender Timeline
Apr 13, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedApr 21, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 22, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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