Rural Development Government Departments Closing in 0 days TDR #30792763

Improvement Of Sh 51 To Khandala-Adgaon-Jawali-Mdr 33 Join Road Odr-169 Length 5.500 Km ( Actual Length 7.70 Km ) In Part 4 / 00 To 4 / 700 Km, Tq.- Pusad, Dist.- Yavatmal

Issued by Government Departments · khandala, Maharashtra
Tender Value
30 Lakhs
Estimated cost
Bid Submission
27 Jan 2022
0 days left
EMD
30000
Bank guarantee accepted
Document Fee
560
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
khandala → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Improvement Of Sh 51 To Khandala-Adgaon-Jawali-Mdr 33 Join Road Odr-169 Length 5.500 Km ( Actual Length 7.70 Km ) In Part 4 / 00 To 4 / 700 Km, Tq.- Pusad, Dist.- Yavatmal

BOQ

Name of Work: Improvement Of SH 51 To Khandala-Adgaon-Jawali-MDR 33 Join Road ODR-169 Length 5.500 Km (Actual Length 7.70 KM) in Part 4/00 To 4/700 Km, Tq.- Pusad, Dist.- Yavatmal
Sl. No. Item Description
1Excavationforroadwayinearth,soilofallsorts,sand,gravelorsoftmurumincluding dressing section to the required grade, camber and side slopes and conveying the excavated materialswithallliftsuptoaleadof50m.andspreadingforembankmentorstackingasdirected.
2Supplying 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/Rubbleandstackingthebrokenmetaletc.complete.(Priorapprovalofsamplestackof brokenmetalbytheEx.Engineerisnecessarythedateofapprovalwillformpartofthe measurements)a)80 mm Metal, By breaking Boulders (Hand broken).
3Compactingthesubgrade/gravel/oversizemetal(200mmloose)layersforallwidthwith Vibratoryrollerhavingweight8to10MT.includingnecessary,labour,materialsandartificial watering complete.
4Supplying 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/Rubbleandstackingthebrokenmetaletc.complete.(Priorapprovalofsamplestackof brokenmetalbytheEx.Engineerisnecessarythedateofapprovalwillformpartofthe measurements)a)40 mm Metal, By breaking Boulders (Hand broken).
5Supplying soft murum at the road site, including conveying and stacking complete.
6Spreading80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .
7Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
8Compactingthesubgrade/gravel/sizemetal(100mm loose)layersforallwidthswith Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificialwatering complete.
9Providingandconstructing75mm.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-30bulkbitumenratesare considered to arrive at rates)
10Providingandconstructing50mm.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.)
11Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of13.2 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)
129 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 @ 1.2Kilogram/Sq.m,preparing existing road surface by mechanical means, spreading chipsandrolling,bystaticrollerhavingweight8to10MT.etc.complete.(VG-30bulk bitumen rates are considered to arrive at rates)
13Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
14Compactingthehardmurumsidewidthsincludinglayinginlayersoneachsidewithvibratory roller including artificial watering etc. complete.
15Excavation 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 asdirected all sorts of soils.
16ProvidingandfixingRoadjunction/Informationsignboardofsize0.90mx0.60m. preparedon16gaugeM.S.sheetwithangleironframeofsize35x35x5mmincluding painting with one coat of zinc cromate 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 of 3.65 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 inonepiecewithoutjointsincludingalltaxes,conveying,fixingingroundwithcement 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.
17Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 andcuring etc. complete.
18H. P. CULVERT Excavationforfoundation inearth,soilsofalltypes,sand,gravel,softmurumincluding shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By /manaual Means )
19Excavationforfoundation inhardmurumincludingshoringandstrutting,dewateringas necessary and disposing off excavated stuff as directed etc. complete.
20Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneissmetalinfoundationincludingnecessaryformwork,compactingandcuringetc. complete.(withreversibledrum typemixerwithSCADAwithfineagreegatesofrequired specifications ( VSI sand finely washed etc )
21Providing cast in situ / ready mix block of M10 cement concrete with circular or other shaped opening for waterway including necessary formwork, compaction, finishing andcuring etc. complete.(withreversibledrumtypemixer/concretebatchmixplant(panmixer) with SCADAwithfineagreegatesofrequiredspecifications(VSIsandfinelywashedetc), cement 4.40 bags/cumt)
22Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retainingwallsetc.includingnecessaryformwork,compaction,finishingandcuringetc. complete.(withreversibledrumtypemixer/concretebatchmixplant(panmixer) withSCADA
23Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 800mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 andcuring etc. complete.
24Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete.
25Providingearthworkinembankmentwithapprovedmaterialsobtainedfromdepartmental landuptoleadof50m.includingalllifts,layinginlayersof20cm.to30cm.thickness breakingclods,dressingtotherequiredlines,curves,grades§ion,wateringand compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete.(Material obtained from departmental Land)
26Supplying 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/Rubbleandstackingthebrokenmetaletc.complete.(Priorapprovalofsamplestackof brokenmetalbytheEx.Engineerisnecessarythedateofapprovalwillformpartofthe measurements)a)80 mm Metal, By breaking Boulders (Hand broken).
27Supplying 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/Rubbleandstackingthebrokenmetaletc.complete.(Priorapprovalofsamplestackof brokenmetalbytheEx.Engineerisnecessarythedateofapprovalwillformpartofthe measurements)a)40 mm Metal, By breaking Boulders (Hand broken).
28Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
29Supplying soft murum at the road site, including conveying and stacking complete.
30Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
31Compactingthehardmurumsidewidthsincludinglayinginlayersoneachsidewithvibratory roller including artificial watering etc. complete.
32Spreading80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .
33Compactingthesubgrade/gravel/oversizemetal(200mmloose)layersforallwidthwith Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificialwatering complete.
34Compactingthesubgrade/gravel/sizemetal(100mm loose)layersforallwidthswith Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificialwatering complete.

AI Tender Summary

OUR REF NO 30792763
AUTHORITY Government Departments
TENDER VALUE 30 Lakhs
LAST DATE 27-01-2022
Authority
Authority Name Rural Development Department
Work Description Improvement Of Sh 51 To Khandala-Adgaon-Jawali-Mdr 33 Join Road Odr-169 Length 5.500 Km ( Actual Length 7.70 Km ) In Part 4 / 00 To 4 / 700 Km, Tq.- Pusad, Dist.- Yavatmal
Basic Detail
Tender No NIT37/2021-22
Bidding Type Tender
Location
City khandala
State Maharashtra
Key Dates
Publish Date 20 Jan 2022
Submission Date 27 Jan 2022
Open Date 28 Jan 2022
Finance
Tender Value 30 Lakhs
Tender Fee 560
EMD 30000
Exemption Not Available
Document List
7a28c623-698b-49b6-adda-fd1bfb8e8b8e.html
BOQ_1306490.xls
SBD2.pdf
Tendernotice_1.pdf

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Tender Timeline

Jan 20, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Jan 27, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jan 28, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

7a28c623-698b-49b6-adda-fd1bfb8e8b8e.html

xls

BOQ_1306490.xls

pdf

SBD2.pdf

pdf

Tendernotice_1.pdf

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