New Okhla Industrial Development Authority Tender

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New Okhla Industrial Development Authority Tender

Works

Civil And Construction

Eprocure

Gautam Buddha Nagar, Uttar Pradesh

Opening Date4 Oct 2024

Closing Date17 Oct 2024

Tender Amount₹ 1,78,24,888

Email

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Costs

EMD
₹ 3,56,500
Document Cost
₹ 5,310
Tender Fee
Refer Documents

Summary

Strengthening Of W/s (p/l Rising Main From Rw No.-3 To Ugr-22 In Damage Portion And Re-route As Per Present Site Requirements Due To Stag Or Rw No-3) Noida.

Description

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Contact

Tender Id
2024_NOIDA_960271_1
Bid Award Id
View
Tender No
40/SM(JAL)-II/ET/2024-25
Tender Authority
New Okhla Industrial Development Authority View
Purchaser Address
-
Website
http://https://www.noidaauthorityonline.in/

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Documents

Tender Notice-175.4 kBTendernotice_1.pdf

NIT

BOQ-1297.5 kBBOQ_1669910.xls

BOQ

Document-32.3 MBTD40.pdf

TD

Document-249.7 kBCap40.xls

Capability Statements- File to be downloaded and upload the same file after filling it

Document-147.7 kBTender_Detail_2024...Tender_Detail_2024_NOIDA_960271_1.html

Report Missing Document

BOQ Items

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P/F MS specials such as Tee, Bends, Collars, Tapers, Gap pieces, including Flange Ends as required, Painting, Cutting, welding as per site requirement of MS pipe thickness etc complete in all respect as per direction of E/I. (NSI-1.7.00)

Quantity57708.2

Rate4333885

Amount 75.1

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead upto 50 m and lift upto 1.5 m. (DSR Code.No-2.25) AOR

Quantity541.76

Rate59452

Amount 109.74

Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 600 mm dia Ductile Iron Class K-7 pipes (SOR-20, 18.72.10)

Quantity140

Rate1113179

Amount 7951.28

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm (DSR Code No.-2.10.1.3) AOR

Quantity140

Rate47357

Amount 338.27

Steel work welded in built up sections/framed work i/c hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (DSR Code No.-10.25.2) AOR

Quantity26356.04

Rate2871754

Amount 108.96

Supply and installation of required size Steel pipe 10 mm thick conferming to IS:3589 through trenchless excavation of thrust pit and receiving pit of required size and the excavation & filling back and compaction complete as per specification for road crossing by Auger boring method. Pipe will be installed at depth beyond 3.0 m. below surface in downward required slope. 600 mm dia MS Pipe. AOR

Quantity180

Rate4392000

Amount 24400

Hiring of Welding Set Running Time @ 6 Hrs (NSI-7.8.00)

Quantity30

Rate49500

Amount 1650

Hiring of Gas cutting Set with oxygen and LPG running time @ 6 Hrs. (NSI-7.7.00)

Quantity30

Rate56250

Amount 1875

Hire charge of Generator (including cost service of operating staff, supply of lubricating oil and diesel also) DG set/Generator 50 KVA (NSI-7.6.03)

Quantity180

Rate131094

Amount 728.3

Hiring of diesel engine (Including cost of Diesel , lubricant & operator) (NSI-7.9.00)

Quantity180

Rate45000

Amount 250

Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 10 (DSR Code No.-18.35.1) AOR

Quantity4

Rate80670

Amount 20167.72

P/F Sluice Valve shall generally conform to IS 14846 with latest amendment, with length over flanges as per PD of IS 14846 corresponding to BS EN-558/ISO 5752 Basic Series 3 in CI construction having metal seating (IS 318 Gr. LTB 2) with comple Component & Material of construction following below :-

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1- Body/Door/Dome - Cast Iron IS 210 Gr. FG 260

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2- Spindle - Non rising : Stainless Steel AISI 410

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3- Body seat/Door face - Gun metal : IS 318 Gr. LTB 2 (rings to be press fitted and riveted; no screws allowed)

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4- Rivets - Soft annealed bress

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5- Spindle Nut - Gun metal : IS318 Gr. LTB 2

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6- Stem seal - Greased Hemp

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7- Fasteners - Carbon steel

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8- Flange Drilling - IS 1538 Table 4 & 6

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9- PN 1.0

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10- Accessories (400 mm and above) - Ball thrust bearings to be housed above the wet chamber ie. Above the gland. Enclosed Spur Gear Box for ease of operation. Air Plug.

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11- Painting/Coating - Inside & Outside epoxy liquid coated : DFT minimum 250 micron, shade RAL 5005/5015 (BLUE)

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12- Hydro-test - (Open Ended only) Seat : 10/16 Kg./cm2 : Body : 15/24 Kg/cm2

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13- Upto 600 mm dia Mannual Operated & above 600mm Gear box.

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Make:- Indian Valve Pvt. Ltd. (IVC)/ Kirloskar Brothers Limited (KIRLOSKAR)

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600 mm dia NSI - 1.10.12

Quantity3

Rate1032490

Amount 344163.6

Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 100 mm dia. SOR-20, 18.59.3

Quantity3

Rate25017

Amount 8339.13

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) (DSR Code No.-4.1.8) AOR

Quantity43.87

Rate297496

Amount 6781.32

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) (DSR Code No.-4.1.3) AOR

Quantity33.26

Rate265051

Amount 7969.07

Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. (Note : Sand and aggregate shall be derived from natural sources) All works up to plinth level: M-15 grade plain cement concrete (cement content considered @ 240 kg/cum). (DSR Code.No.-4.19.1.1) AOR

Quantity46.67

Rate398246

Amount 8533.24

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. AOR

Quantity116.67

Rate563554

Amount 4830.33

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base /base course on well prepared surface and compacting with vibratory roller to achieve the desired density. AOR

Quantity70

Rate368230

Amount 5260.44

Providing and applying primer coat with SS1 grade bitumen emulsion on propared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sam using mechanical mean AOR

Quantity466.67

Rate23128

Amount 49.56

Providing and applying tack coat with bitumen emulsion uning nubion pressure ditributor at the rate of 0.25/sqm on the prepared bitumineus surface dearest with mechanical broom. AOR

Quantity466.67

Rate6827

Amount 14.63

Dense Graded Bituminous Macadam (Grading 2) Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 505 complete in all respects. AOR

Quantity23.33

Rate281826

Amount 12080.01

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. AOR

Quantity466.67

Rate7434

Amount 15.93

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @54 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. AOR

Quantity11.67

Rate157519

Amount 13497.78

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. SOR-20 (15.60)

Quantity101.4

Rate14424

Amount 142.25

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10.0 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) SOR-20 (6.1.1)

Quantity10

Rate62490

Amount 6249.02

Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50m x 2.00m made of 40x40x6 mm angle iron or 50x50x3 mm hollow MS tube posts/ horizontal members/ bracings covered with 1.63 mm thick MS sheet. The sheet shall be fixed with 30x5 mm MS flat by suitable welding / riveting. The panels shall be made so that gap of 50 cm above the ground is available making over all height as 2.50m. MS channel ISLC 75 @ 5.70 kg/m, 50 cm long shall be provided at the bottom having oval shaped holes of size 50x25 mm at both ends with 50 cm long MS angle 40x40x6 mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends.

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The work shall be executed as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour, materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). SOR-20 (16.81)

Quantity510

Rate904984

Amount 1774.48

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