Public Administrative Department Local Bodies Closing in 0 days TDR #38362316

Tender For Construction Of C.C. Road Drain From Mathpati To Sambarkar Near Jain Mandir W.No.4

Issued by Local Bodies · parbhani, Maharashtra
Tender Value
21.27 Lakhs
Estimated cost
Bid Submission
11 Jul 2023
0 days left
EMD
21275
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender For Construction Of C.C. Road Drain From Mathpati To Sambarkar Near Jain Mandir W.No.4

BOQ

NAME OF WORK:- PROPOSED CONSTRUCTION OF C.C. ROAD AND DRAIN FROM H/O MATHPATI TO H/O SAMBHARKAR AT JAIN MANDIR/ MAHADEV MANDIR BACK SIDE,WARD NO.04 IN PARBHANI FOR P.C.M.C. PARBHANI
Sl. No. Item Description
1Excavation for roadway in earth, soil of allsorts, sand, gravel or soft murum includingdressing section to the required grade, camber andside slopes and conveying the excavated materialswith all lifts upto a lead of 50m. and spreading forembankment or stacking as directed.MORTH 301SSR OF 2022-23 ITEM NO. 2.11 & PAGE NO.23
2Conveying materials obtained from roadcutting including all lifts, laying in layers of20cm. to 30cm. breaking clods, dressing to therequired lines, curves, grades and section, wateringand compacting to not less than 97% of standardproctor density for a lead of 300m. to 500m.inclusive, from the site of excavation to the site ofdeposition as directed.MORTH 305SSR OF 2022-23 ITEM NO. 2.26 & PAGE NO.25
3Providing earth work in embankment withapproved materials obtained from othersources upto lead of 50m. including all lifts, layingin layers of 20cm. to 30cm. thickness breakingclods, dressing to the required lines, curves, grades& section, watering and compaction with vibratoryroller with V-Sat attachment to achieve notless than 97 % of standard proctordensity etc. complete ( Material obtained fromOther sources)MORTH 305SSR OF 2022-23 ITEM NO. 2.28 & PAGE NO.25
4Construction of granular sub-base by providingclose graded Material, mixing in a mechanical mixplant at OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader/Paver on prepared surface and compacting withvibratory power roller to achieve the desireddensity, complete as per clause 401 -- Plant MixMethod and Grading - I MaterialMORTH 401SSR OF 2022-23 ITEM NO. 3.01 & PAGE NO.27
5Construction of dry lean cement concrete Sub- base over aprepared sub-gradewith coarse and fine aggregate( VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved byEngineer-in-charge , compacting withvibratory roller, finishing,curing andincluding preparation of sub-grade surface if required etc. complete.SSR OF 2022-23 ITEM NO. 5.13 & PAGE NO.43
6Providing and laying 125 micron Low Density Polyethylene ( LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete.SSR OF 2022-23 ITEM NO. 5.19 & PAGE NO.44
7Providing and fixing in position TMT FE 500,25 mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.SSR OF 2022-23 ITEM NO. 5.15 & PAGE NO.43
8Providing and laying in-situM30 Grade unreinforced plain cement concretepavementover a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS 383, using fine & coarse aggregates combined gradationas per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcheras per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and gradesas directed by Engineer-in-charge and curingby curing compound /by providing cement vata in cement Mortar 1:8 @ 0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top withdepth of 75mm and maintaining the same through out curing period by any other method approved by Engineer-in-charge SSR OF 2022-23 ITEM NO. 5.01 & PAGE NO.37
9Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge.SSR OF 2022-23 ITEM NO. 5.17 & PAGE NO.43
10Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor & allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction & longitudinal joints (15 mm. deep x 8 mm.wide) SSR OF 2022-23 ITEM NO. 5.18 & PAGE NO.44
11Providing and fixing heavy duty inter locking concrete Coloured paving blocks of 80 mm thickness of having a strength of 300 kg/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc.complete SSR OF 2022-23 ITEM NO. 33.52 & PAGE NO.218
12Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge.SSR OF 2022-23 ITEM NO. 8.23 & PAGE NO.77
13Supplying soft murum at the road site, including conveying and stacking complete.SSR OF 2022-23 ITEM NO. 2.29 (b) & PAGE NO.25
14Spreading hard murum/ soft murrum/ gravel or kankar for side width complete SSR OF 2022-23 ITEM NO. 2.3 & PAGE NO.25
15Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.SSR OF 2022-23 ITEM NO. 2.31 & PAGE NO.25
16Providing 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.SSR OF 2022-23 ITEM NO. 6.36 & PAGE NO.60
17ROYALTY 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.ROYALTY CHARGES FOR SAND
18ROYALTY CHARGES FOR OTHER MINERALS
19Laboratory 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 contractor.BASIC TEST OF AGGREGATE Water Absorption, Specific Gravity, Impact Value, Crushing Value
20CONCRETECompressive strength of C.C.Cube (Set of 3 cubes)
21Concrete Mix Design (With all Tests on basic materials)
22EARTH CBR Test (Lab) With compaction test
23ADD 1.5% T.P. AND CON. CHARGES
24ADD 18% GST ON T.P. AND CON. CHARGES

AI Tender Summary

OUR REF NO 38362316
AUTHORITY Local Bodies
TENDER VALUE 21.27 Lakhs
LAST DATE 11-07-2023
Authority
Authority Name Parbhani City Municipal Corporation
Work Description Tender For Construction Of C.C. Road Drain From Mathpati To Sambarkar Near Jain Mandir W.No.4
Basic Detail
Tender No No.WS.CE.PW.4508.23 Dt. 23.06.2023
Bidding Type Tender
Location
City parbhani
State Maharashtra
Key Dates
Publish Date 26 Jun 2023
Submission Date 11 Jul 2023
Open Date 14 Jul 2023
Finance
Tender Value 21.27 Lakhs
Tender Fee 2500
EMD 21275
Exemption Not Available
Document List
7d650f82-1ff7-4f8f-a188-e6cc06caff78.html
BOQ_1601250.xls
Tendernotice_1.pdf

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Tender Timeline

Jun 26, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 11, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jul 14, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

7d650f82-1ff7-4f8f-a188-e6cc06caff78.html

xls

BOQ_1601250.xls

pdf

Tendernotice_1.pdf

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