Tender For Improvement Of Konnackamali Achanmukku Road P No 158/23
Tender Value
10.16 Lakhs
Estimated cost
Bid Submission
25 Feb 2023
0 days left
EMD
25413
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
vathikudy → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Improvement Of Konnackamali Achanmukku Road P No 158/23
BOQ
| Sl. No. | Item Description |
| 1 | Side Protection Work DR masonry |
| 2 | 8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical meansA) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 3 | OD326005/2022-2023:od29_906511/2021_2022: Dry rubble masonry with good quality blasted rubble including all labour etc complete (without throuh stone) |
| 4 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 5 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 mIII. R.C.C grade M 20 |
| 6 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification(i) Nominal mix (1:2:4) |
| 7 | OD326141/2022-2023:Filling with Contracters own in trenches ,plinth,side of foundation etc.. in layers not exeeding 20 cm in depth, consolidating each deposited Layer by ramming and watering ,lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge |
| 8 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mI. P.C.C grade M 15(i) Nominal mix (1:2.5:5) |
| 9 | Side Protection Retaining Wall C/C |
| 10 | OD326002/2022-2023:DOWEL BARS - Supplying and providing twisted deformed bars of size 16mm dia of 1.20 m long ( 0.60min rock and 0.40 m straight, 0.20 m bend to L shape in concrete) including drilling holes of 20 mm dia to adepth of 0.60 m in rock and filling the gap with cement grout (0.25 kg/each) etc. complete. |
| 11 | 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) |
| 12 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mI. P.C.C grade M 15(i) Nominal mix (1:2.5:5) |
| 13 | 3.9.2.B:Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 (B) Mechanical Means |
| 14 | Retarring |
| 15 | 8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical meansA) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 16 | 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. |
| 17 | 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. |
| 18 | 75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means(II) Bitumen (S-65) |
| 19 | 75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen RatesProviding 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 510A. By Manual MeansCase III : Type C(II) Bitumen (S-65) |
AI Tender Summary
Tender Timeline
Feb 16, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 25, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 28, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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