Improvement Of Ghatladki Parsoda Road Vr-31 With Bbm, Carpet, Seal Coat Ch 0 / 00 To 1 / 00 Tq.Chandur Bazaar
Tender Value
Ref. Documents
Estimated cost
Bid Submission
09 Feb 2022
0 days left
EMD
27000
Bank guarantee accepted
Document Fee
1120
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
chandur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement Of Ghatladki Parsoda Road Vr-31 With Bbm, Carpet, Seal Coat Ch 0 / 00 To 1 / 00 Tq.Chandur Bazaar
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. By Mechanical Means |
| 3 | Supplying trap /granite /quartzite / gneiss stone metal of required size by bringing the boulders at the road side breaking them to required gradation including conveying the boulders and 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) |
| 4 | Km 1/00 To 2/00 |
| 5 | Supplying trap /granite /quartzite / gneiss stone metal of required size by bringing the boulders at the road side breaking them to required gradation including conveying the boulders and 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) |
| 6 | Km 1/00 To 2/00 |
| 7 | Spreading80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . |
| 8 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 9 | Km 1/00 To 2/00 |
| 10 | Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. |
| 11 | 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. |
| 12 | Supplying soft murum at the road site, including conveying and stacking complete. |
| 13 | Km 1/00 To 2/00 |
| 14 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 15 | compacting the Hard murum/kankar for all widths(200mm loose) with static rollar including necessary artificial watering complete. |
| 16 | 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 rubbleobtained by blasting) heating and spraying thebitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting withstatic 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) |
| 17 | Km 1/00 To 2/00 |
| 18 | Providing and constructing 50 mm. thickModifiedPenetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm. stone layers metal 30%crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting) , heating and spraying the bitumen 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 506 etc.complete, including applying tack coat of bitumen 0f specified grade at the rate of 0.30 Kg Sqm.(on existing bitumen surface.) |
| 19 | Km 1/00 To 2/00 |
| 20 | 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 BT Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 21 | Km 1/00 To 2/00 |
| 22 | 9 MM SEAL COAT: Providing and laying of Type A 9mm premix seal coat with HMP of apropriate capacity crushed stone chiping 6.7 mm size and penetration bitumen of specified grade @ 1.2kg/Sq.m,preparing existing road surface 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) |
| 23 | Km 1/00 To 2/00 |
| 24 | 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 |
| 25 | Supplying of 80mmWater absorption |
| 26 | Impact/crushing Value |
| 27 | Flakiness index |
| 28 | Water absorption |
| 29 | Impact/crushing Value |
| 30 | Sieve Analysis |
| 31 | Flakiness index |
| 32 | Supplying of Hard murrumLiquid limit & PI |
| 33 | Supplying of Soft murrumLiquid limit & PI |
| 34 | Providing and constructing 50mm MPM (Hand Brokan) (Over WBM)Water absorption |
| 35 | Gradation/sieve Analysis |
| 36 | Impact/crushing Value |
| 37 | Flakiness index & Elongation index |
| 38 | Providing and constructing 50mm MPM (Crusher Metal) (Over BT)Water absorption |
| 39 | Gradation/sieve Analysis |
| 40 | Impact/crushing Value |
| 41 | Flakiness index & Elongation index |
| 42 | Bitumen:- Penetration |
| 43 | Ductility |
| 44 | Softening point |
| 45 | Viscocity |
| 46 | Carpet Mix:- (Extraction) |
| 47 | Seal coat Mix:- (Extraction) |
| 48 | ROYALTY CHARGES |
AI Tender Summary
Tender Timeline
Feb 08, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 09, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 10, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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