Annual Plan-Proj No : 55/23-24-Iritty Mlty_55_23-24 Koolichembra Vikas Nagar Road Retarring Ch:0/000 To 0/500,Ward-13.-General Civil Work
Tender Value
Ref. Documents
Estimated cost
Bid Submission
12 Jan 2024
0 days left
EMD
12711
Bank guarantee accepted
Document Fee
1125
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
iritty → Kerala
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Annual Plan-Proj No : 55 / 23-24-Iritty Mlty_55_23-24 Koolichembra Vikas Nagar Road Retarring Ch:0 / 000 To 0 / 500, Ward-13.-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | RE TARRING |
| 2 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen RatesConstruction 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. |
| 3 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen RatesConstruction 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. |
| 4 | 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. |
| 5 | OD268806/2023-2024: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) Using Gravel mix soil.(using deptl G S B) |
| 6 | 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. (ii) Using Gravel mix soil. |
| 7 | 4.9:Wet Mix MacadamProviding, 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.By Mechanical Means with 1 km lead |
| 8 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding 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 |
| 9 | 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding 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. |
| 10 | 75.5.2.1pb:Tack Coat - With Packed Bitumen RatesProviding 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. |
| 11 | OD317024/2023-2024:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using Shredded Plastic Providing, laying and rollingof close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2mm to 0.9 mm (Type-B) aggregates coated with shredded plastic (3% by weight of bitumen) as per standardprocedure using penetration grade bitumen to required line, grade and level to serve as wearing course on apreviously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN staticroller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means:- TypeA (II) Bitumen (S-65)using Packed bitumen |
| 12 | OD191381/2023-2024:Supplying and fitting name boards of size 75 cm x 45 cm made with G I plain sheets1.25 mm thick (class IIII ) fitted with 35 X35 x 4 mm MSangle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet ,fitted 2 Nos. 32mm GI pipe vertically 90 cmabove from ground level and fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm.including cost andcoveyance of all materials all labourcharges, fabricating etc complete |
AI Tender Summary
Tender Timeline
Jan 05, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedJan 12, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 15, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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