Tender For Improvement To Koregaon To Shirdhon Road Vr 103 Tal Koregaon Dist.Satara
Tender Value
Ref. Documents
Estimated cost
Bid Submission
21 Jan 2025
0 days left
EMD
20064
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
koregaon → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement To Koregaon To Shirdhon Road Vr 103 Tal Koregaon Dist.Satara
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. By Mechanical Means.Item / Page No : 11 / 23Specification No : MORTH-301Spec. Page No : 45-53 |
| 2 | Providing earth work in embankment with approved materals obtained from departmental land upto lead of 50 metres including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness, breaking clods, dressing to the required lines, curves, grade and section, watering and compaction with vibratory roller to achive not less than 97 percent of standard proctor density, excetra complete. (Material obtained from departmental Land)Item / Page No : 27 / 25Specification No : MORTH-305Spec. Page No : 63-77 |
| 3 | Providing, laying and spreading soil on a prepared sub-grade, pulverising, mixing the spread soil in place with rotavator with 3 percent slaked lime having minimum content of 70 percent of CaO, grading with motor grader and compacting with the road roller at optimum moisture content to achieve at least 98 per cent of the maximum dry density to form a layer of sub base.Item / Page No : 35 / 25Specification No : MORTH-402Spec. Page No : 112-116 |
| 4 | Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at optimum moisture content, carraige of mixed material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401. - Plant Mix Method and grading - I material.Item / Page No : 1 / 27Specification No : MORTH-301,305,401,902,112Spec. Page No : 45-53,63-77,109-111,417-421,19-21 |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification inciuding spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding material to fill the interstices of coarse aggregate, watering and compacting with Vibratory roller to the required density. - By Mechanical Means - Grading I Using Screening type-A (13.2 milimetre Aggregate)Item / Page No : 18 / 29Specification No : MORTH-401,402,404,902,112Spec. Page No : 109-111,112-116,121-129,417-421,19-21 |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding material to fill the interstices of coarse aggregate, watering and compacting with Vibratory roller to the required density. - By Mechanical Means - Grading II Using Screening type-B (11.2 milimetre Aggregate)Item / Page No : 20 / 29Specification No : MORTH-401,402,404,902,112Spec. Page No : 109-111,112-116,121-129,417-421,19-21 |
| 7 | Providing and constructing 50 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 30 percent crusher broken metal plus 70 percent hand broken (by breaking rubble obtained by blasting), heating and spraying the bitumen of specified grade at the rate of 1.75 kilogram per square metre, spreading 12 milimetre size chips, compacting with static roller having weight 8 to 10 metric tonnes to achive the desired degree of compaction as per technical specification Clause 506, excetra complete. Including picking of existing water bound macadam surface. (Using VG-30 bulk bitumen)Item / Page No : 37a / 32Specification No : IRC-SP-20Spec. Page No : 215 |
| 8 | Providing and Laying open graded premix surfacing of 20 milimetre thickness composed of 13.2 milimetre to 5.6 milimetre aggregates premixed with bituminous binder, transported to site with vehicle tracking system, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction, excluding prime / tack coat and seal coat. For Bitumen VG-30 bulk (Grade 60/70) - Using drum mix type hot mix plant without Supervisory Control and Data Acquisition, Paver and vibratory roller. (Over modified penetration macadam surface)Item / Page No : 12 / 36Specification No : MORTH-501,510,511,902,903,112,MORTH-503Spec. Page No : 149-162,198-205,205-207,417-421,421-436,19-21,168-170 |
| 9 | Providing bituminous type-A liquid seal coat on bituminous surface including supplying all materials and bitumen of VG-30 grade, preparing existing road surface, heating and applying bitumen at the rate of 0.98 kilogram per square metre by mechanical means, spreading chips and rolling by static roller having weight 8 to 10 metric tonne, excetra complete.Item / Page No : 1 / 35Specification No : MORTH-511Spec. Page No : 149-162,205-207,198-205,417-421,19-21 |
| 10 | Supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete.Item / Page No : 29a / 25Specification No : MORTH-408Spec. Page No : 139-142 |
| 11 | Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete.Item / Page No : 30 / 25Specification No : MORTH-408Spec. Page No : 139-142 |
| 12 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering, excetra complete.Item / Page No : 31 / 25Specification No : MORTH-408Spec. Page No : 139-142 |
| 13 | Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor. (This Item is to be paid to the contractor only after he pays the Royalty amount to Revenue department and produces the required voucher.)Item / Page No : 3 / 0Additional Specifications : 1. Government of Maharashtra, Revenue and Forest Department Gazette Number 146 Dated 04/06/2021 and Government of Maharashtra Public Works Department State Schedule of Rates 2021-22 General Note Number A(v), Page 5.2. The amount of royalty charges will be paid only after submission of the receipt in original from Revenue authority for payment of royalty to Government, stating the name of work.3. Above / below percentage quoted by the contractor will not be applicable for this item. |
| 14 | Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune.Item / Page No : 4 / 0Additional Specifications : 1. The amount of laboratory testing charges will be paid to contractor only after submission of the original receipt from the Vigillence and Quality Control Office with the name of work mensioned on it.2. Above / below percentage quoted by the contractor will not be applicable for this item.Sieve Analysis Test for Metal below 40 milimetre1 Test per 100.00 Cubic Metre |
| 15 | Flekiness Index / Elongation Index Test for Metal below 40 milimetre1 Test per Source |
| 16 | Sieve Analysis Test for Metal 40 milimetre and above (Crusher Broken)1 Test per 100.00 Cubic Metre |
| 17 | Flekiness Index / Elongation Index Test for Metal 40 milimetre and above (Crusher Broken)1 Test per Source |
| 18 | Sieve Analysis Test for Hard Murrm1 Test per 100.00 Cubic Metre |
| 19 | Liquid Limit and Plastic Limit for Hard Murum1 Test per 250.00 Cubic Metre |
| 20 | Penetration, Softening Point, Flash and Fire Point, Specific Gravity for Asphalt VG-30 (Grade 60/70)1 Test per 10.00 Metric Ton |
| 21 | Viscosity Test for Asphalt VG-30 (Grade 60/70)1 Test per 10.00 Metric Ton |
| 22 | Ductility / Elastic Recovery for Asphalt VG-30 (Grade 60/70)1 Test per 10.00 Metric Ton |
| 23 | Sieve Analysis Test for Metal 40 milimetre and above (Hand Broken)1 Test per 100.00 Cubic Metre |
| 24 | Flekiness Index / Elongation Index Test for Metal 40 milimetre and above (Hand Broken)1 Test per Source |
| 25 | Sieve Analysis Test for Mix Material / Crushed Metal1 Test per 100.00 Cubic Metre |
| 26 | Flekiness Index / Elongation Index Test for Mix Material / Crushed Metal1 Test per Source |
| 27 | Extraction Test for Mix Material (OGC)1 Test per 500.00 Cubic Metre |
| 28 | Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangular shape of 1.20 metre X 0.90 metre size made out 18 gauge (1.25 milimetre) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols excetra with approved colour shade paint complete, on M.S.angle of size 35 milimetre X 35 milimetre X 3 milimetre frame with properly cross braced mild steel angles of size 35 milimetre X 35 milimetre X 3 milimetre duly painted including two mild steel angle iron posts of size 65 milimetre X 65 milimetre X 6 milimetre, 3.65 metre long painted with alternate black and white bands of 25 centimetre width including all fixtures excetraand fixing the boards in 1:4:8 concrete block of size 60 centimetre X 60 centimetre X 75 centimetre including, excavation, refilling, transportation, and labour etc complete. Spec. number As directed by Engineer in ChargeItem / Page No : 36 / 60Specification No : MoRTH-801Spec. Page No : ---Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
AI Tender Summary
Tender Timeline
Jan 07, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedJan 21, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 22, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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