Improvement To Smashanbhumi Road At Pasarni Tal-Wai
Tender Value
3.52 Lakhs
Estimated cost
Bid Submission
22 Feb 2020
0 days left
EMD
3525
Bank guarantee accepted
Document Fee
100
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Improvement to Smashanbhumi road at Pasarni Tal-Wa → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement To Smashanbhumi Road At Pasarni Tal-Wai
BOQ
| Name of Work : Improvement to Smashanbhumi road at Pasarni Tal- Wai | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and grubbing road land including uprooting rank vegitation, grass, bushes, shrubs, sapling and trees of girth upto 300 milimetre, removal of stumps of tree cut earlier and disposal of unserviceable material and stacking serviceable material to be used for auctioned, upto 1000 metres including removal and disposal of top organic soil not exceeding 150 milimetre in thickness.\nItem / Page No : 9 / 26\nSpecification No : MoRTH 201\nSpec. Page No : ---\n | BI01010001010000000000000515BI0100001112 | 250 | Square Metre |
| 2 | 2 | Picking the road surface including sectioning, excetra complete. (Black topped surface)\nItem / Page No : 33 / 29\nSpecification No : MORTH-501\nSpec. Page No : 208\n | BI01010001010000000000000515BI0100001113 | 300 | Square Metre |
| 3 | 3 | 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)\nItem / Page No : 20 / 34\nSpecification No : MORTH-401, 402, 404, 902, 112\nSpec. Page No : 109-111, 112-116, 121-129, 417-421, 19-21\n | BI01010001010000000000000515BI0100001114 | 22.5 | Cubic Metre |
| 4 | 4 | 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)\nItem / Page No : 37a / 37\nSpecification No : IRC-SP-20\nSpec. Page No : 215\n | BI01010001010000000000000515BI0100001115 | 300 | Square Metre |
| 5 | 5 | 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 applying tack coat of bitumen of specified grade at the rate of 0.30 kilogram per square metre on existing bitumen surface. (Using VG-30 bulk bitumen)\nItem / Page No : 38a / 38\nSpecification No : IRC-SP-20\nSpec. Page No : 215\n | BI01010001010000000000000515BI0100001116 | 328.5 | Square Metre |
| 6 | 6 | 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)\nItem / Page No : 12 / 43\nSpecification No : MORTH-501, 510, 511, 902, 903, 112, MORTH-503\nSpec. Page No : 149-162, 198-205, 205-207, 417-421, 421-436, 19-21, 168-170\n | BI01010001010000000000000515BI0100001117 | 615 | Square Metre |
| 7 | 7 | 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.\nItem / Page No : 1 / 42\nSpecification No : MORTH-511\nSpec. Page No : 149-162, 205-207, 198-205, 417-421, 19-21\n | BI01010001010000000000000515BI0100001118 | 615 | Square Metre |
| 8 | 8 | Supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete.\nItem / Page No : 29a / 29\nSpecification No : MORTH-408\nSpec. Page No : 139-142\n | BI01010001010000000000000515BI0100001119 | 24 | Cubic Metre |
| 9 | 9 | Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete.\nItem / Page No : 30 / 29\nSpecification No : MORTH-408\nSpec. Page No : 139-142\n | BI01010001010000000000000515BI0100001120 | 24 | Cubic Metre |
| 10 | 10 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering, excetra complete.\nItem / Page No : 31 / 29\nSpecification No : MORTH-408\nSpec. Page No : 139-142\n | BI01010001010000000000000515BI0100001121 | 240 | Square Metre |
| 11 | 11 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing off unsuitable or excess stuff as directed all sorts of soils.\nItem / Page No : 18 / 27\nSpecification No : MORTH-301, 309\nSpec. Page No : 45-53, 85-89\n | BI01010001010000000000000515BI0100001122 | 90 | Cubic Metre |
| 12 | 12 | 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 1.20m X 0.90m size made out 18 gauge (1.25mm) 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 X 35 X 3 milimetre frame with properly cross braced mild steel angles of size 35mmx35mmx3mm 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 etc.and 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 Charge\nItem / Page No : 36 / 73\nSpecification No : MoRTH-801\nSpec. Page No : ---\nAdditional Specifications : The work shall be carried out as per instructions of Engineer in charge. | BI01010001010000000000000515BI0100001123 | 1 | Number |
| 13 | 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.\nItem / Page No : 3 / 0\nAdditional Specifications : 1. Government of Maharashtra, Revenue and Forest Department Gazette Number 67 Dated 15-5-2015 and Government of Maharashtra Public Works Department State Schedule of Rates 2017-18 General Note Number 4.3. 2. Above / below percentage quoted by the contractor will not be applicable for this item. | BI01010001010000000000000515BI0100001124 | 52.2 | Cubic Metre |
| 14 | 14.01 | 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.\nItem / Page No : 4 / 0\nAdditional 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.Sieve Analysis Test for Metal below 40 milimetre\n1 Test per 100.00 Cubic Metre | BI01010001010000000000000515BI0100001125 | 1 | Number |
| 15 | 14.02 | Sieve Analysis Test for Hard Murrm\n1 Test per 100.00 Cubic Metre | BI01010001010000000000000515BI0100001126 | 1 | Number |
| 16 | 14.03 | Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal 40 milimetre and above (Crusher Broken)\n1 Test per Source | BI01010001010000000000000515BI0100001127 | 1 | Number |
| 17 | 14.04 | Penetration, Softening Point, Flash and Fire Point, Specific Gravity for Asphalt VG-30 (Grade 60/70)\n1 Test per 10.00 Metric Ton | BI01010001010000000000000515BI0100001128 | 1 | Number |
| 18 | 14.05 | Extraction Test for Mix Material\n2 Test per 500.00 Cubic Metre | BI01010001010000000000000515BI0100001129 | 1 | Number |
AI Tender Summary
Tender Timeline
Feb 14, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 22, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 24, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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