Tender For Construction Of Madani To Tapovan Road Vr- 177 Ch-0/0 To 3/00 Tq- Mehkar Distt Buldana
Tender Value
Ref. Documents
Estimated cost
Bid Submission
02 Feb 2024
0 days left
EMD
52000
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
tapovan → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Madani To Tapovan Road Vr- 177 Ch-0/0 To 3/00 Tq- Mehkar Distt Buldana
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 | Supplying trap/granite/quartzite/gneissstone metal of required size by bringing the boulders / Rubble at the road side breaking them to requiredgradationincludingconveyingtheboulders/Rubbleand stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements)a)80 mm Metal, By breaking Boulders (Hand broken). Km No 1Ch- 0/00 to 1/00 |
| 4 | Km- No 2 Ch-1/00 to 2/00 |
| 5 | Supplying trap/granite/quartzite/gneissstone metal of required size by bringing the boulders / Rubble at the road side breaking them to requiredgradationincludingconveyingtheboulders/Rubbleand stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements)a)40 mm Metal, By breaking Boulders (Hand broken).Km- 1Ch- 0/0 to 1/00 |
| 6 | Km- No 2 Ch-1/00 to 2/00 |
| 7 | Supplying hard murum/ kankar at the road site, including conveyingand stacking complete. |
| 8 | Supplying soft murum at the road site, including conveying andstacking complete. |
| 9 | Spreading80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . |
| 10 | Spreading hard murum/ soft murrum/ gravel or kankar for sidewidth complete |
| 11 | Compactingthesubgrade/gravel/oversizemetal(200mmloose) layersforallwidthwithPowerrollerhavingweight8to10MT. including necessary, labour, materials and artificial watering complete. |
| 12 | Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. |
| 13 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller onB.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are consideredto arrive at rates) Km No 1Ch- 0/00 to 1/00 |
| 14 | Providing and constructing 50 mm. thick ModifiedPenetration Macadam (MPM)road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying thebitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates)Km-1 Ch- 0/00 to0/115 |
| 15 | 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)Km-1 Ch- 0/00 to0/115 |
| 16 | Providing and laying of Type - B premix seal coat with HMP of appropratecrushed stone chipping 6.70 mm size and penetration bitumen of specified grade @ 0.68 Kg / Sqm. , preparing existing road surface including mixing in suitable Batch Mixplant and rolling by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) Km-1 Ch- 0/00 to0/115 |
| 17 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc.complete. |
| 18 | Providing and fixing _______ metre stones as per I.R.C. standard including fixing in standard size ______ block including curing, painting lettering etc. complete. ( a ) RCC 200 meter Stone in CC 1:4:8 |
| 19 | Fixing 1:2:4 ordinary km. stones in C.C. 1:4:8 |
| 20 | 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 etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete 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 |
| 21 | Water Absorption,Specific Gravity,Impact Value,Crushing Value of Metal |
| 22 | Sieve ananlysis of Metal |
| 23 | Sieve ananlysis of Metal |
| 24 | Sieve ananlysis of Metal |
| 25 | Sieve ananlysis of Metal |
| 26 | Penetration,Soft.Point,Flas,Fire,Specific Gravity, |
| 27 | Extraction |
| 28 | Sieve ananlysis of Murum |
| 29 | P I value of Murum |
| 30 | Royalty |
AI Tender Summary
Tender Timeline
Jan 26, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 02, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 05, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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