1116/20 , Re-Taring Of Kareempali Thevar Pazhanji Road Chemmanavila Road In Nemom Ward 1116/20 , Re-Taring At Kareempali Thevar Pazhanji Road Chemmannu Vila Road In Nemom Ward
Tender Value
6.24 Lakhs
Estimated cost
Bid Submission
24 Dec 2019
0 days left
EMD
15605
Bank guarantee accepted
Document Fee
1469
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
NEMOM → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
1116/20 , Re-Taring Of Kareempali Thevar Pazhanji Road Chemmanavila Road In Nemom Ward 1116/20 , Re-Taring At Kareempali Thevar Pazhanji Road Chemmannu Vila Road In Nemom Ward
BOQ
| Work Name:Pro.No.1116/20,TMC(N),RE-SURFACING AT KARIM PALI THEVAR PIZHINJI ROAD AND CHEMMANNA VILA ROAD IN NEMOM WARD | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Anugraha garden road 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 | 1146.2 | sqm |
| 3 | 1.002 | 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. | BI01010001010000000000000515BI0100001115 | 103.4 | sqm |
| 4 | 1.003 | 75.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br>\t\t\t\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\t<br>\t\t\t\t\t\t\nCase - I By Manual Means\t<br>\t\t\t\t\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001116 | 1121.2 | sqm |
| 5 | 1.004 | 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) | BI01010001010000000000000515BI0100001117 | 1121.2 | sqm |
| 6 | 2 | Anugrahanagar road bylanes interlocking | BI01010001010000000000000515BI0100001118 | ||
| 7 | 2.001 | 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 | BI01010001010000000000000515BI0100001119 | 39.8 | cum |
| 8 | 2.002 | 16.91.2 : Providing and laying factory made chamfered edge Cement Concrete paver blocks\nin footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,\nthickness & size/ shape, made by table vibratory method using PU mould, laid in\nrequired colour & pattern over 50mm thick compacted bed of sand, compacting and\nproper embedding/laying of inter locking paver blocks into the sand bedding layer\nthrough vibratory compaction by using plate vibrator, filling the joints with sand and\ncutting of paver blocks as per required size and pattern, finishing and sweeping\nextra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | BI01010001010000000000000515BI0100001120 | 275 | sqm |
| 9 | 2.003 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | BI01010001010000000000000515BI0100001121 | 2.736 | cum |
| 10 | 2.004 | 4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001122 | 3.608 | cum |
AI Tender Summary
Tender Timeline
Dec 18, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 24, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 26, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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