Improvement To Khari Biba Rahu Road Vr-63 Km 0/00 To 1/00 Tq . Chikhaldara
Tender Value
54.62 Lakhs
Estimated cost
Bid Submission
10 Sep 2019
0 days left
EMD
55000
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
CHIKHALDARA → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement To Khari Biba Rahu Road Vr-63 Km 0/00 To 1/00 Tq . Chikhaldara
BOQ
| Name of Work: Improvement to Khari Biba Rahu Road VR-63 Km 0/00 to 1/00 Tq.Chikhaldara | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 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.\n(SSR 18-19 Item No.2.09) MORTH 201 | BI01010001010000000000000515BI0100001113 | 1188 | Sqm |
| 2 | 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.\n(SSR 18-19 Item No.2.18) MORTH 309 | BI01010001010000000000000515BI0100001114 | 1802.71 | Cum |
| 3 | 3 | 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 50m. and spreading for embankment or stacking as directed.\n(SSR 18-19 Item No.2.11) MORTH 301 | BI01010001010000000000000515BI0100001115 | 2833.64 | Cum |
| 4 | 4 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97% of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with Power roller.\n(SSR 18-19 Item No.2.24) MORTH 305\nAs per SE Letter Circular Date 18.12.2018 | BI01010001010000000000000515BI0100001116 | 1782 | Cum |
| 5 | 5 | Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble 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)\na) 80 mm Metal, By breaking Boulders (Hand broken)\n(SSR 18-19 Item No.50.56) As directed by Engineer-in-charge | BI01010001010000000000000515BI0100001117 | 653.4 | Cum |
| 6 | 6 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete.\n(SSR 18-19 Item No.2.29a) | BI01010001010000000000000515BI0100001118 | 1235.03 | Cum |
| 7 | 7 | Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble 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)\nb) 40 mm Metal, By breaking Boulders (Hand broken) \n(SSR 18-19 Item No.50.57) As directed by Engineer-in-charge | BI01010001010000000000000515BI0100001119 | 297 | Cum |
| 8 | 8 | Supplying soft murum at the road site, including conveying and stacking complete.\n(SSR 18-19 Item No.2.29b) | BI01010001010000000000000515BI0100001120 | 99 | Cum |
| 9 | 9 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .\n(SSR 18-19 Item No.50.58) As directed by Engineer-in-charge | BI01010001010000000000000515BI0100001121 | 950.4 | Cum |
| 10 | 10 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete\n(SSR 18-19 Item No.2.30) | BI01010001010000000000000515BI0100001122 | 1334.03 | Cum |
| 11 | 11 | 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.\n(SSR 18-19 Item No.50.59) As directed by Engineer-in-charge | BI01010001010000000000000515BI0100001123 | 3267 | Sqm |
| 12 | 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.\n(SSR 18-19 Item No.50.61) As directed by Engineer-in-charge | BI01010001010000000000000515BI0100001125 | 2970 | Sqm |
| 13 | 13 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.\n(SSR 18-19 Item No.2.31) | BI01010001010000000000000515BI0100001126 | 4950 | Sqm |
| 14 | 14 | Providing and constructing 50 mm. thick Modified Penetration 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 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 picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates)\n(SSR 18-19 Item No.3.37a) IRC-SP-20, 2002 Clause No. 8.7.3 | BI01010001010000000000000515BI0100001127 | 2970 | Sqm |
| 15 | 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\nSurface) (VG-30 bulk bitumen rates are considered to arrive at rates)\n(SSR 18-19 Item No.4.12) MORTH 511 | BI01010001010000000000000515BI0100001128 | 2970 | Sqm |
| 16 | 16 | 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)\n(SSR 18-19 Item No.4.13) MORTH 513 | BI01010001010000000000000515BI0100001129 | 2970 | Sqm |
| 17 | 17 | 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 \n(SSR 18-19 Item No.6.36) MORTH 801 | BI01010001010000000000000515BI0100001130 | 1 | No |
| 18 | 18 | Testing Charges\nAggregate\n Water Absorption, | BI01010001010000000000000515BI0100001131 | 7 | No |
| 19 | 19 | Impact Value | BI01010001010000000000000515BI0100001132 | 7 | No |
| 20 | 20 | Sieve Analysis | BI01010001010000000000000515BI0100001133 | 7 | No |
| 21 | 21 | Flakiness Index & Elongation Index | BI01010001010000000000000515BI0100001134 | 7 | No |
| 22 | 22 | Hard & Soft Murum / Soil\nLiquid limit & plastic limit | BI01010001010000000000000515BI0100001135 | 7 | No |
| 23 | 23 | Ductility | BI01010001010000000000000515BI0100001136 | 1 | No |
| 24 | 24 | Bitumen\nPenitration | BI01010001010000000000000515BI0100001137 | 1 | No |
| 25 | 25 | Softening Point | BI01010001010000000000000515BI0100001138 | 1 | No |
| 26 | 26 | Extraction Test (For OGC) and Premix Seal Coat | BI01010001010000000000000515BI0100001139 | 3 | No |
| 27 | 27 | Royalty Charges | BI01010001010000000000000515BI0100001140 | 2409.17 | Cum |
AI Tender Summary
Tender Timeline
Sep 04, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 10, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 11, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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