Rural Development Government Departments Closing in 0 days TDR #28525492

Improvement To Nhh 222 To Murbad Devgaon Nandeni Ghorale Belpada To Nhh 222 Road, Odr 184, Ch No 0/000 To 1/100, Taluka Murbad, District Thane.

Issued by Government Departments · Murbad, Maharashtra
Tender Value
35.49 Lakhs
Estimated cost
Bid Submission
29 Jul 2021
0 days left
EMD
35495
Bank guarantee accepted
Document Fee
560
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Improvement To Nhh 222 To Murbad Devgaon Nandeni Ghorale Belpada To Nhh 222 Road, Odr 184, Ch No 0/000 To 1/100, Taluka Murbad, District Thane.

BOQ

Name of Work: Improvement to NHH 222 to Murbad Devgaon Nandeni Ghorale Belpada to NHH 222 Road, ODR 184, Ch No 0/000 to 1/100, Taluka Murbad, District Thane.
Sl. No. Item Description
1Excavation 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.MORTH 301
2Providing, 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 I (Using Screening Type A (13.2) mm Aggregate
3Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate 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 by Engineerin- charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. MORTH 601
4Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. As directed by Engineer Incharge RD
5Providing and laying in-situ M30 Grade unreinforced plain cementconcrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washedcrushed sand) conforming to IS 383, using fine and coarse aggregatescombined gradation as per Table 600-3 of MORTH Specification 2013,mixed in a batching and mixing plant/ non tilting mixer and Weighbatcher as per approved mix design, spreading, laying with approved make aver,compacted and finishedin a continuous operation, finishing to lines and grades as directed byEngineer-in-charge and curing by curing compound /by providingcement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre,admeasuring 80 mm at bottom and 40 mm at top with depth of75mm and maintaining the same throughout curing period by anyother method approved by Engineer-in-charge morth 602
6Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. Bd.A. 12 Page No. 264
7Providing and fixing heavy duty inter locking concrete Coloured paving blocks of 60 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. completeA directed by Engineer in charge
8Providing 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)CD 8 Page 163
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.
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 and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide)
11Providing 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 Charge
12Add Royalty charge
13ADD QUALITY CONTROL TESTING CHARGES

AI Tender Summary

OUR REF NO 28525492
AUTHORITY Government Departments
TENDER VALUE 35.49 Lakhs
LAST DATE 29-07-2021
Authority
Authority Name Rural Development Department
Work Description Improvement To Nhh 222 To Murbad Devgaon Nandeni Ghorale Belpada To Nhh 222 Road, Odr 184, Ch No 0/000 To 1/100, Taluka Murbad, District Thane.
Basic Detail
Tender No EE/WD/ZPTHANE/OPEN/09/2021-22
Bidding Type Tender
Location
City Murbad
State Maharashtra
Key Dates
Publish Date 14 Jul 2021
Submission Date 29 Jul 2021
Open Date 30 Jul 2021
Finance
Tender Value 35.49 Lakhs
Tender Fee 560
EMD 35495
Exemption Not Available
Document List
6158210e-4d17-4602-8c3c-0a12733d9019.html
BOQ_1218864.xls
Tendernotice_1.pdf
tenders.pdf

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Tender Timeline

Jul 14, 2021
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 29, 2021
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jul 30, 2021

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

6158210e-4d17-4602-8c3c-0a12733d9019.html

xls

BOQ_1218864.xls

pdf

Tendernotice_1.pdf

pdf

tenders.pdf

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