Educational and Research Institute Government Departments Closing in 0 days TDR #30546031

Construction Of 2 Nos. Lawn Tennis Courts And 1 No. Basketball Court At Ajnifm, Faridabad.

Issued by Government Departments · , Haryana
Tender Value
62.50 Lakhs
Estimated cost
Bid Submission
13 Jan 2022
0 days left
EMD
1.25 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction Of 2 Nos. Lawn Tennis Courts And 1 No. Basketball Court At Ajnifm, Faridabad.

BOQ

Name of Work: Construction of 2 Nos. Lawn Tennis Court and 1 No. Basketball Court at AJNIFM, Faridabad
Sl. No. Item Description
1Removing of old moorum and good earth layers
2Demolishing cement concrete manually / by mechanical means including disposal of material within 50 m. lead as per direction of Engineer-In-Charge.Nominal concrete 1:3:6 or leaner mix (i/c equivalent design mix).
3Supplying and stacking at site - 53 mm to 22.4 mm size stone aggregate
4Supplying and stacking at site - Stone screening 11.2 mm nominal size (T-B)
5Supplying and stacking at site - Good earth
6Supplying and stacking at site - Moorum
7Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, appling and broomingrequisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
8Providing and applying tack coat using bitumen emulsion conforming to lS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom with rapid setting bitumen emulsion -on W.B.M / W. M.M @ O.4 kg/sq m
9Providing and applying tack coat using bitumen emulsion conforming to lS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom with rapid setting bitumen emulsion - On bituminous surface @ 0.25 kg/sq m
10Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineerin-Charge, 25 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100 - 120 TPH capacity.
11Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineerin- Charge, 40/5O mm compacted thickness with bitumen of grade VG-30 @ 5.5%(percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100 - 120 TPH capacity.
12Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work
13Providing and laying synthetic cushioned acrylic surfacing system of international level (Outdoor) duly approved by ITF of classification -lll, manufactured by company of international repute with minimum five years warranty with following nine layers of synthetic cushioned surfacing material including marking of court lines with 100% acrylic resin based line marking paint. a) Filler course (One layer) of acrylic resurface)b) Heavy rubber course (Three layers of flexible latex base liquid rubber with course particles.c) Fine rubber course (Two layers of flexible latex base liquid rubber with finer particles.d) Texture Course (one layer of flexible filler acrylic base)e) Finish course (Two layer of 100%acrylic resin base paint.All above application are to be applied as per manufacturingspecification/consumption standards and as per the direction of pair Engineer in charge Note:-1. Prior to start of above item, the agency shall submit methodology of execution of item for approval of Engineer in charge.2. The rate of above item, includes the cost of material, all statutorytaxes, import duty, insurances,labour,tools, Plants and equipment\"s\" testing of material, transportation\" of material from manufacturer to the site, storing and laying of the same and nothing extra shall be paid over this rate.
14Proving and fixing of poles ( for the tennis court nets)consistsof3\"tubular/roundMS(heavy duty) pipes, polyster coated with brass winder and internal wind system, pinned at bottom including fixing withground sleevescompleteasper the direction of Engineer in charge.
15Dismantling & Re-fixing of existing 2 Nos. Basketball Poles as required.
16Providing and fixing Lawn Tennis Net nylon made Garware Sportiva Tournament as approved and as per instruction and direction of Engineer in charge Market rate
17Providingandfixing Basketball Court netmade of whitenylonas approved andas per instruction and direction of Engineer in charge.
1812 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
19Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in ; Cement mortar 1:6 (1 cement : 6 coarse sand)
20Disposalofbuilding rubbish / malba/ similar unserviceable,dismantledor wastematerialsby mechanicalmeans, including loading, transporting,unloading toapprovedmunicipal dumping ground or asapproved by Engineer-in-charge,beyond 50 m initiallead,forallleads including all lifts involved.
21Supplying,erectionand commissioning of HOTDipgalvanizedoctagonal steelpoleof 10metre height i/c dismantling of existing LED fitting and old/rusted pole, made out of 3 mm thick sheet havingbottom210mm A/F& top90mmA/Fwithbuiltinconnector control box with flush cover on heightof 1000mm from the bottomof pole, MS baseplae of size 300 mmx 300mm x 16mmthick,thepoleis tobefixedonexisting RCCfoundation with bolt and nutsmaking connection,interconnectionwith2 nos.3 x 2.5sq mm size of copper wire withthimble/ lugs in connector box, earthing, making / numbering of pole etc. as required with the following accessorieswith mounted in built in control box. a) 6 mm thicklaminated sheetalongwith2 Nos.6 Amp,10kA,SP MCB, \"C\" charcteristic onthe din channel,2 No.63 Amp terminallblocksuitable for16 sq. mm Aluminumconductor cable and din channelfor MCBs.b) Earthstud weld at suitable height i/c washers, spring washers and nuts.c) Cable support clamps suitable height for 2 Nos. of 4 x 10 sq. mm. cable.d)1000mmlongdouble overhang75 x 40 mm C-channel fixed on suitable size pole cap of suitable height(aspermanufacturer\"sdesign) i/cdrillingholes of suitable sizewithsuitableclampfor fixingof LED fitting etc. as required.e) Drawingof pole shall be approvedfrom theengineer inchargeas per manufacturer before use at site.
22Providing andlaying in positionM 20 (1:2:4)reinforced cement concrete foundation of size 500 mm longx 500mm wide and1500mm deepi/c excavation of earth, providing cutting,bending and placing inpositionreinforcementof coldtwisted bar of 12 mm dia 1650mm long (approx.) 8 Nos.andreinforcementring of coldtwistedbarof 8 mm dia1800mmlong (approx.)-1ONos. (with 150mmspacing)i/csupplying of 4 Nos. M-24x 750mmlong(150mmtopthreaded portion) GI foundationbolt(EN-8 grade)with3 Nos.nuts and 2 Nos.washer,bolt alongwithNos.2 nos.templates/ Anchor plateof size320mmx 320mm x 4 mm thickhaving4 Nos.26mm dia holesto match with PCDof polesbaseplatewithpositioning of foundation boltsandproviding 120 mm (OD) 2 Nos DWC pipe for cable entry and exit as required. (Drawing to be approved by Engineer in charge)
23Supplying and drawing of 3x 2.5 sq.mm PVC insulated PVC sheathed / XLPE copperconductor multicore cableinthe existingpolesand bracketfrom cable terminationconnector to thefitting i/c providing suitablecopperlugs connectionsetc. as required.
24Supply of 4 x 10 sq. mm. Aluminium Conductor, PVC Insulated and PVC sheathed / XLPEPower armoured UG cable of 1.1. KV grade as required.
25Drawing of following size Al Conductor, PVC Insulated and PVC sheathed / XLPEPowerarmoured UG cable of 1.1 KV grade in existing DWC pipe i/c connectiontesting etc.as required - Up to 35 Sq mm
26Supplying andlayingof followingsize DWCHDPEpipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. directin ground (75 cm below ground level) including excavationand refilling the trench but excluding sand cushioning and protective covering etc., complete as required - 90 mm dia (OD 90 mm & ID-76 mm nominal)
27EarthingwithG.I. earth pipe 4.5 metrelong, 40 mm dia including accessories, and providing masonry enclosurewith coverplatehaving lockingarrangement and watering pipe etc. With charcoal/ coke and salt as required.
28Providing andfixing25 mm X 5 mm G.I strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt,spring, washer excavation and re-filling etc. as required.
29Providing andfixing6 SWG dia G.1 wire on surface or in recess for loop earthingas required.
30Supplying, installation, testing and commissioning of 200 WattLEDFlood light fitting complete withsuitable lens & other accessories highly efficient made of pressure die cast aluminium housing , extruded aluminium heat sink & enclosed with toughened glassIP-66 protection and achieving 22000 Lumens & fitting not more than 200 watt i/c making modification inexting brackets according to LED flood light fitting i/c connection testing completeas per technicalspecifications attached etc as required.

AI Tender Summary

OUR REF NO 30546031
AUTHORITY Government Departments
TENDER VALUE 62.50 Lakhs
LAST DATE 13-01-2022
Authority
Authority Name National Institute Of Financial Management
Work Description Construction Of 2 Nos. Lawn Tennis Courts And 1 No. Basketball Court At Ajnifm, Faridabad.
Basic Detail
Tender No D-38011/24/2021-Civil
Bidding Type Tender
Location
City
State Haryana
Key Dates
Publish Date 31 Dec 2021
Submission Date 13 Jan 2022
Open Date 14 Jan 2022
Finance
Tender Value 62.50 Lakhs
Tender Fee Ref. Documents
EMD 1.25 Lakhs
Exemption Not Available
Document List
50983fcf-952b-44db-99aa-d936c0f442fa.html
BOQ-TennisCourt.xls
TenderDocumentTennisCourt.pdf
Tendernotice_1.pdf

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Tender Timeline

Dec 31, 2021
11:30 IST

Tender Published

Tender notice published.

Completed
Jan 13, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jan 14, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

50983fcf-952b-44db-99aa-d936c0f442fa.html

xls

BOQ-TennisCourt.xls

pdf

TenderDocumentTennisCourt.pdf

pdf

Tendernotice_1.pdf

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