Rural Development Government Departments Closing in 0 days TDR #47309687

Tender For Improvement To Chighali To Arasnal Road (Vr-87) Km 2/00 To 4/00 Tq. Udgir Dist.Latur (Under D.P.D.C. 3054 For Year 2024-2025)

Issued by Government Departments · udgir, Maharashtra
Tender Value
49.11 Lakhs
Estimated cost
Bid Submission
04 Feb 2025
0 days left
EMD
49118
Bank guarantee accepted
Document Fee
580
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Improvement To Chighali To Arasnal Road (Vr-87) Km 2/00 To 4/00 Tq. Udgir Dist.Latur (Under D.P.D.C. 3054 For Year 2024-2025)

BOQ

Name of Work : Improvement to Chighali To Arasnal Road (VR-87) Km 2/00 to 4/00 Tq. Udgir Dist.Latur (Under D.P.D.C. 3054 for year 2024-2025)
Sl. No. Item Description
1Clearing 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.SSR OF 2022-23 ITEM NO. 2.09 & PAGE NO.23
2Excavation 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 of 2022-23 Item No. 2.18 and page No. 24.
3Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical MeansSSR of 2022-23 Item No. 21.01 & Page No. 153.
4Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means SSR OF 2022-23 ITEM NO. 21.06 & PAGE NO.115 Bd.A.4 Page No. 259
5Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Crushed sand VSI Grade) Bd. E. 1 Page No. 287 SSR OF 2022-23 ITEM NO. 24.01 & PAGE NO.131.
6Providing cast in situ / ready mix M10 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 4.05 bags/cumt) SSR of 2022-23 Item No. 11-28 and page No. 73
7Providing selected hard murum filling including laying in layers of 15 to 20cm with watering and compacting etc. complete. SSR OF 2022-23 ITEM NO. 11.24 & PAGE NO.63CD.14 Page.No. 167
8Supplying 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)a)80 mm Metal, By breaking Boulders (Hand broken). SSR OF 2022-23 ITEM NO. 50.56 & PAGE NO.250 As directed by Engineer-in-charge
9Supplying 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) (a)40 mm Metal, By breaking Boulders (Hand broken). SSR OF 2022-23 ITEM NO. 50.57 & PAGE NO.250 As directed by Engineer-in-charge As directed by Engineer-in-charge
10Supplying hard murum / kankar at the road site, including conveying and stacking etc.complete. MORTH 408 SSR of 2022-23 Item No. 2.29 (a) & Page No. 24.
11Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . SSR OF 2022-23 ITEM NO. 50.58 & PAGE NO.250As directed by Engineer-in-charge
12Spreading hard murum/ soft murrum/ gravel or kankar for side width complete SSR OF 2022-23 ITEM NO. 2.3 & PAGE NO.24 MORTH 408
13Compacting 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.SSR OF 2022-23 ITEM NO. 50.59 & PAGE NO.250 As directed by Engineer-in-charge
14Providing and constructing 75 mm. thick ModifiedPenetration Macadam (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 Kg/sqm, spreading 12 mm.size chips compacting with three wheel 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) SSR of 2022-23 Item No. 3.35 (a) & Page No. 29. IRC-SP-20, 2002 Clause No. 8.7.3
15Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Concrete surface treated with primer @ 3.25 kg/10 sqm (VG-30 bulk bitumen rates are considered to arrive at rates)MORTH 503 SSR of 2022-23 Item No. 3.33 and page No. 28
16Open 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) MORTH 511 SSR of 2022-23 Item No. 4.11 and page No. 32
17Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified gradepreparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. 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) MORTH 511 SSR of 2022-23 Item No. 4.01 and page No. 32
18Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneissmetalforbedblocks,foundationblocksand suchotheritems includingbailingoutwater, Steelcentering,formwork,laying/pumping,compacting, rougheningthemifspecialfinishistobeprovided,finishingunevenandhoneycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic,tarpaulinetc.(Woodencenteringwillnotbeallowed.),withfullyautomaticmicro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) SSR of 2022-23 Item No. 24.1 and page No. 131 Bd.E.4 Page One Number 289 and B-7, Page One Number38
19Providing 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 ChargeSSR of 2022-23 Item No. 6.36 and page No. 47. MORTH 801
20Providing and laying cemetn concrete pipe of IS 458:2003 NP-2 class of 900 mm diameter in proper line, level and slope including providing and fixing collars incement mortar 1:2 and curing etc. compelte. SSRof 2022-23 Item No. 11-11 and page No. 62 CD.7 and page No. 162.
21ROYALTY CHARGES :- Supply of Rubble, Murum, Soil, 60mm./40mm. metal (Hand broken), royalty charges are not included in the rates.[As per Govt. of Maharashtra, Revenue and Forest Departments Gazette No.146 Dt.04 June,2021. States that the royalty charges ofRs.211.95/Cu.M. ) are considered. The surcharge levied on Royalty shall also be payable to the contractor.E DSR ITEM NO. ... & PAGE NO.... A) For sand
22ROYALTY CHARGES FOR SAND
23Laboratory testing charges are not considered in the Rate Abstracts. Where ever required separate item shall be taken in the estimate for material testing charges, on the basis of testing frequency and charges fixed by Vigilance & Quality Control Circle, for the current year and shall form part of tender.testing of material by Quality control and certified quality must be use by contractorA) Bitumen : Extraction test (Bitminous mix)
24CONCRETE :Compressive strength of C.C.Cube (Set of 3 cubes)
25ADD 12% G.S.T
26ADD 1% LABOUR INSURANCE

AI Tender Summary

OUR REF NO 47309687
AUTHORITY Government Departments
TENDER VALUE 49.11 Lakhs
LAST DATE 04-02-2025
Authority
Authority Name Rural Development Department
Work Description Improvement To Chighali To Arasnal Road (Vr-87) Km 2/00 To 4/00 Tq. Udgir Dist.Latur (Under D.P.D.C. 3054 For Year 2024-2025)
Basic Detail
Tender No ZPL/W/E-T/175/2024-25
Bidding Type Tender
Location
City udgir
State Maharashtra
Key Dates
Publish Date 20 Jan 2025
Submission Date 04 Feb 2025
Open Date 06 Feb 2025
Finance
Tender Value 49.11 Lakhs
Tender Fee 580
EMD 49118
Exemption Not Available
Document List
f57fe52a-88de-404e-adc0-f1859b45f1ea.html
BOQ_1985028.xls
D.D.BELOW.pdf
Tendernotice_1.pdf
Tendernotice_2.pdf

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Tender Timeline

Jan 20, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Feb 04, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Feb 06, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

f57fe52a-88de-404e-adc0-f1859b45f1ea.html

xls

BOQ_1985028.xls

D

D.D.BELOW.pdf

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

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