Construction Of Flush Cause Way On Malkapur Gramin Ghirni Makner To M D R Road At Ch 7 / 200 Km ( Odr 9 ) Ta. Malkapur Dist .Buldana . With Hotmix
Tender Value
Ref. Documents
Estimated cost
Bid Submission
21 Jul 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
malkapur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Flush Cause Way On Malkapur Gramin Ghirni Makner To M D R Road At Ch 7 / 200 Km ( Odr 9 ) Ta. Malkapur Dist .Buldana . With Hotmix
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for foundationin earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directedetc. complete. a) Upto 1.50m lift Normal Rate |
| 2 | Excavation for foundationin earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directedetc. complete. b) 1.50m to 3.00m lift, Add 10% |
| 3 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.00 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) |
| 4 | Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete. |
| 5 | Providing and laying in situ / ready mix / ready mix M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer)with natural /artifical sand) |
| 6 | Providing and laying in situ / ready mix M-20 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of \"V\" shaped false joints to form suitable panelsonthefacestoapprovedesignwithcompactingbyvibratingandcuringcomplete,including plywood/steel form workcentering (excluding dewatering bymeansofpump)andincluding baillingout water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners(a) Height upto 5 M. (With Concrete Mixer)With fine agreegates of required specifications ( VSI sand finely washed etc )i) Height up to 5 m, normal rate.ii) Height 5 to 7.50 m, add 5 percent extra over basic rate.iii) Height 7.50 to 10 m, 7.50 percent extra.iv) Over 10 m Height, add 10 percent extra for every 2.50m rise. |
| 7 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. |
| 8 | Providing and laying in situ / ready mix M-20 cement concrete of trap/granite /quartzite /gneiss metal for approach slab / Rigid pavementincluding compacting, finishing, curing etc. complete. (excludingreinforcement) (with reversible drum type mixer/ concrete batch mixplant (pan mixer) with SCADA with fine agreegates of requiredspecifications (Natural sand / VSI sand finely washed etc ), cement6.40 bags/cumt)CD.15 Page.No.168 and B.7. PagebNo. 38 S.S.R. IT No.11.25 |
| 9 | Providing, cutting, bending, hooking, tyingand laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. |
| 10 | Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) |
| 11 | Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete. |
| 12 | Providing, laying, spreading and compacting 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 -GradingI(Using Screening Type B (11.2 mm) Aggregate) |
| 13 | Providing, laying, spreading and compacting 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) (E CSR Item No.3.20) (Reference No.MORTH 404) (Additional Specification..MORTH 404 |
| 14 | Providingandconstructing75mm.thickModified PenetrationMacadam(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 rubbleobtained by blasting) heating and spraying thebitumen of specified grade @ 2 Kilogram/Square Metre, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compactionas per TechnicalSpecificationClause 506 etc. complete.Including picking of existing WBM surface. (VG-30bulkbitumenratesareconsidered to arrive at rates) |
| 15 | Providingandapplyingtackcoatonthepreparedsurface heatingby fames inBoiler andsprayingbitumenset footedin bitumenbolleronB.T.surface2.5kg/10sqm.VG30bulk bitumen (E CSR Item No.3.3) (Reference No.MORTH 503) |
| 16 | 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) (E CSR Item No.4.12) (Reference No.MORTH 511 |
| 17 | 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 bystatic roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) (E CSR Item No.4.03) (Reference No.MORTH 513 |
| 18 | Supplyinghardmurum/kankarattheroadsite,including conveying and stacking complete. (E CSR Item No.2.29) (Reference No.MORTH 408) (Additional Specification..MORTH 408 ) Km 4 |
| 19 | Spreading hard murum for side width etc. complete (E CSR Item No.2.3) (Reference No.MORTH 408) (Additional Specification..MORTH 408 ) |
| 20 | Compactingthehardmurumsidewidthsincludinglayingin layers on each side with power roller including artificial watering etc. complete. (E CSR Item No.2.31) (Reference No.MORTH 408) (Additional Specification..MORTH 408 ) |
| 21 | Providing and fixing Road junction / Information sign board of size 0.90 m x 0.60 m. prepared on 16 gaugeM.S.sheetwithangleironframeofsize35x35x5mmincludingpaintingwithonecoatofzinccromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in-charge etc. complete. Mild Steel Board with Engineering Grade.CSR Item No.6.47) |
| 22 | Providingandfixingboarddisplayinginformation,suchas \"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 18gauge (1.25mm)thick mild steelsheetpaintedwithonecoatofZincchromatestoving primer andtwocoats ofenamelpaintonfrontside andgrey stoveenamelonbacksideandborder/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 ofsize 35mmx35mmx3mmdulypaintedincludingTwoM.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m longpaintedwithalternateblackandwhitebandsof25cm widthincludingallfixturesetc.andfixingtheboardsin1:4:8 concreteblockofsize60cmx60cmx75cmincluding, excavation,refilling,transportation,andlabouretccomplete. Spec. No. As directed by Engineer in Charge (E CSR Item No.6.36) (Reference No.MORTH 801) (Additional Specification..MORTH 801 |
| 23 | Royalty of 40 mm Metal H B,Murum |
| 24 | Royalty of Sand |
| 25 | Test for Cement ( Standerd Consistancy , Fineness , Specific Gravity , Setiing Time,(Initial & Final), Compressive Strenght, Soundness) |
| 26 | Test for Sand -Fineness Modulus (Sieve Analysis), Silt and Clay Content. |
| 27 | Test For Aggrigate -Water Absorption,Specific Gravity,Inpact Value / Crushing Value |
| 28 | Test For Aggrigate - Sieve Analysis |
| 29 | Test For Aggrigate - Sieve Analysis |
| 30 | Test For C.C.Cube - Compressive strenght(Set of 3 Cube) |
| 31 | Test For Murum- Liquied Limitand Plasticity Limit |
| 32 | Test For Murum- Sieve Analysis |
| 33 | Test for Bitumen -Penetration , Softening Point, Flash and Fire Point , Specific Gravity |
| 34 | Extaction |
AI Tender Summary
Tender Timeline
Jul 06, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJul 21, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 23, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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