Repairs To Ramnagar To Nirgudi-Kankati To Nh-7 Road, Vr-13, Km.0/00 To 2/00, Taluka-Samudrapur, District-Wardha.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
05 Jul 2021
0 days left
EMD
52000
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Samudrapur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Repairs To Ramnagar To Nirgudi-Kankati To Nh-7 Road, Vr-13, Km.0/00 To 2/00, Taluka-Samudrapur, District-Wardha.
BOQ
| Sl. No. | Item Description |
| 1 | MORTH 309Excavation 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.[SSR.I.No.2.11] |
| 2 | MORTH 309Excavation 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.[SSR.I.No.2.18]. |
| 3 | MORTH 305Watering 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.[SSR.I.No.2.24]. |
| 4 | Rd.19,20,21,22/P-197 to 201.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] By breaking boulders (hand broken).80 mm. Metal –[SSR.I.No.50.56] |
| 5 | Rd.19,20,21,22/P-197 to 201.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] By breaking boulders (hand broken).40 mm. Metal –[SSR.I.No.50.57] |
| 6 | Rd.24/Page No.203 Supplying soft murum at the road side, including conveying and stacking complete. [SSR.I.No.2.29b] |
| 7 | MORTH 408 Supplying hard murum/ kankar at the road site, including conveying and stacking complete.[SSR.I.No.2.29a]. |
| 8 | As directed by the Engineer inchargeSpreading 80 mm. metal including sectioning complete.[SSR.I.No.50.58] |
| 9 | As directed by Engineer-in-chargeSpreading 40 mm. metal including sectioning complete.[SSR.I.No.50.58]. |
| 10 | Rd.28/Page No.205Spreading hard murum/ soft murrum/ gravel or kankar for side width complete[SSR.I.No.2.30]. |
| 11 | As directed by the Engineer InchargeCompacting the sub grade/gravel/ oversize metal (200 mm loose) layers for all widths with Power roller having weight8 to 10 MT capacity including necessary, labour, materials and artificial watering complete. [SSR.I.No.50.59] |
| 12 | As directed by Engineer-in-chargeCompacting 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. [SSR.I.No.50.61]. |
| 13 | As directed by Engineer-in-chargeCompacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.(SSR.I.No.2.31). |
| 14 | IRC-SP-20, 2002 Clause No. 8.7.3Providingandconstructing50mm.thickModified PenetrationMacadam(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)heatingandsprayingthe [email protected]/Square Metre, spreading 12mm.size chips compacting withstatic roller having weight 8 to 10 MT. to achivethedesireddegreeofcompactionasperTechnicalSpecificationClause506 etc. complete. IncludingpickingofexistingWBMsurface.(VG-30bulkbitumenratesare considered to arrive at rates)(SSR.I.No.3.37a) |
| 15 | IRC-SP-20, 2002 Clause No. 8.7.3Providingandconstructing50mm.thick Modified PenetrationMacadam(MPM)road surfaceincluding allmaterials,preparingthe existingroadsurface,spreading 40mm.stone layersmetal30% crusherbrokenmetal+70%Handbrokenmetal(BybreakingRubble obtained by blasting) , heating and spraying the bitumen of specified grade @ 1.75Kilogram/ Square Metre, spreading 12mm.size chips compacting with Static roller having weight 8 to 10 MT. to achive the desired degree of compactionas per TechnicalSpecificationClause 506 etc.complete,includingapplyingtackcoatofbitumen0fspecifiedgradeattherateof 0.30KilogramSquare Metre.(on existing bitumen surface.)(SSR.I.No.3.38a) |
| 16 | MORTH 511Open 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 rollingtoachievethedesiredcompactionbutexcludingprime/tackandSealcoat.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)(SSR.I.No.4.12) |
| 17 | MORTH 513Providing and laying of Type - B premix seal coat withHMP of appropratecrushedstone chipping 6.70 mm size and penetration bitumen of specified grade @ 0.68Kilogram/ Square Metre.,preparing existing roadsurface including mixing insuitable BatchMix plantand rolling bystatic roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) [SSR.I.No.4.03] |
| 18 | MORTH 801Providingandfixingboarddisplayinginformation,suchas\"Nameofwork,Tendercost, 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 x75cmincluding,excavation,refilling,transportation,andlabouretccomplete.Spec. Number As directed by Engineer in Charge(SSR.I.No.6.36). |
| 19 | Royalty Charges (Metal+Murum) |
| 20 | Quality Control Tests (Rate as per PMGSY Lab) |
| 21 | 80 mm metal -Crushing value |
| 22 | 80 mm Metal - Sieve Analysis |
| 23 | 40 mm metal -Crushing value |
| 24 | 40 mm Metal - Sieve Analysis |
| 25 | Soft Murum (Liquid Limit & Plastic Limit) |
| 26 | Hard Murum (Liquid Limit & Plastic Limit) |
| 27 | For 75 mm M.P.M. |
| 28 | For 50 mm M.P.M. (WBM) |
| 29 | Sieve Analysis |
| 30 | Penetration |
| 31 | For 50 mm M.P.M. (B.T.) |
| 32 | Sieve Analysis |
| 33 | Penetration |
| 34 | 20 mm thick Premix Carpet |
| 35 | Sieve Analysis |
| 36 | Penetration |
| 37 | Extraction Test (Bituminous mix) |
| 38 | Premix Seal Coat |
| 39 | Penetration |
AI Tender Summary
Tender Timeline
Jun 28, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJul 05, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 07, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender