Stbt To Approach Road Digaon To Dalit Wasti, Vr- 06, Km. 0 / 00 To 1 / 500 Jamdi, Tq. Kannad.
Tender Value
17.70 Lakhs
Estimated cost
Bid Submission
06 Jun 2022
0 days left
EMD
17703
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kannad → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Stbt To Approach Road Digaon To Dalit Wasti, Vr- 06, Km. 0 / 00 To 1 / 500 Jamdi, Tq. Kannad.
BOQ
| Sl. No. | Item Description |
| 1 | CLEARING and GRUBBING ROAD LAND including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 2 | 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 of unsuitable or excess stuff as directed all sorts of soils. |
| 3 | Providing EARTH WORK in EMBANKMENT with APPROVED MATERIALS OBTAINED from DEPARTMENTAL LAND upto lead of 50 m. including all lifts, laying in layers of 20 cm. to 30 cm. thickness breaking clods, dressing to the required lines, curves, grades & section, WATERING and COMPACTION with VIBRATORY ROLLER to achieve not less than 97 % of standard proctor density etc. complete. (MATERIAL OBTAINED from DEPARTMENTAL LAND). |
| 4 | Providing EARTH WORK in EMBANKMENT with APPROVED MATERIALS OBTAINED from OTHER SOURCES upto lead of 50 m. including all lifts, laying in layers of 20 cm. to 30 cm. thickness breaking clods, dressing to the required lines, curves, grades & section, WATERING and COMPACTION with VIBRATORY ROLLER with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( MATERIAL OBTAINED from OTHER SOURCES). |
| 5 | Supplying HARD MURUM / KANKAR at the road site, including conveying and stacking complete. |
| 6 | Spreading HARD MURUM / SOFT MURUM / GRAVEL or kankar for side width complete. |
| 7 | Compacting the HARD MURUM side widths including laying in layers on each side with VIBRATORY ROLLER including artificial watering etc. complete. |
| 8 | PROVIDING, LAYING, SPREADING and COMPACTION 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 Materials to fill up 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 mm.) Aggregate). |
| 9 | PROVIDING, LAYING, SPREADING and COMPACTION 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 Materials to fill up 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 mm.) Aggregate). |
| 10 | Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kg/sqm. spreading 12 mm. size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates). |
| 11 | Providing and applying TACK COAT on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates). |
| 12 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates). |
| 13 | Providing bituminous Type A LIQUID SEAL COAT on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 Kg/Sqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG- 30 bulk bitumen rates are considered to arrive at rates). |
| 14 | Providing and fixing BOARD DISPLAYING INFORMATION, such as\"Name of work, Tender cost, Name of Contractor, Workcompletion and liability period etc\", having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mildsteel sheet painted with one coat of Zinc chromate stovingprimer and two coats of enamel paint on front side and greystove enamel on back side and border / messages / symbolsetc. with approved colour shade paint complete, on M.S.angleof size 35 x 35 x 3 mm frame with properly cross braced M.S.angles of size 35mmx35mmx3mm duly painted including TwoM.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 mlong painted with alternate black and white bands of 25 cmwidth including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including,excavation, refilling, transportation, and labour etc complete.Spec. No. As directed by Engineer in Charge |
| 15 | Carrying out testing for Aggregates (Metal) [ A ] Water Absorption, Specific Gravity, Impact Value, and Crushing Strength. |
| 16 | Carrying out testing for Bitumen [ A ] Penetration, Softening Point, Flash & Fire Point, Specific Gravity. |
| 17 | Add for Royalty Charges (For Other Material After 01/07/2021). |
AI Tender Summary
Tender Timeline
May 31, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJun 06, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 07, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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