Municipal Administration And Water Supply Department Tender

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Municipal Administration And Water Supply Department - MAWS Tender

Works
Civil And Construction
Construction Material
Pipe Line Project
Eprocure
Opening Date24 Dec 2024
Closing Date9 Jan 2025
Tender Amount₹ 9,00,000 
Notes
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Costs

Description

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BOQ Items

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Lowering of (HDPE) Pipes-PE 100 of PN 8, ans specials carefully into the trench and laying to proper grade and alignment including labour charges,incidental and operational charges etc complete as per standard specifications and as directed by the Departmental Engineer.

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140 mm dia HDPE Pipe PN-8

250

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Jointing of HDPE pipes by heating the end of pipes with the help of Teflon coated electric mirror/heater to the required temperature and then pressing the ends together against each other, to form a monolithic and leak proof joint by thermosetting process. The pressing maybe required to be done with Jacks/ Hydraulic Jacks/ Butt fusion machine etc, complete with all materials labours as directed by Engineer-in-charge.

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140 mm dia HDPE Pipe

42

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Testing of pipes for water supply with hydraulic testing equipment by filling with water (including cost of water) and testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes but including other incidential and operational charges etc., complete for the following diametres of pipes .

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140 mm dia HDPE Pipe PN-8

250

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Refilling trenches with excavated soil in layers not exceeding 20cm in depth, ramming and consolidation of each layer, watering etc. all complete as per standard specifications and as directed by the Departmental Engineer.

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140 mm dia HDPE Pipe PN-8

250

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Road cutting charges including labour charges etc complete as per standard specifications and as directed by the Departmental Engineer

27

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Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to 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 achive the desired density complete as per clasue 406 of MORTH specifications.

30

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Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification

30

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Supply and fixing of 125mm CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING

2

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Supply and fixing of HDPE pipes and specials(140mm bend -PN-6)

2

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Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification

0.29

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Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9" X 43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT

1.43

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Plastering with cement mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 12mm thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications

12.41

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Supply and fixing of M.S Grills with Doors and Windows with one coat of Red oxide with Primer including all costs such as welding,grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification.

2.88

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Supply and delivery of Woltman model with removal mechanism water meters, (Bulk type) conforming to ISO 4064 part I, II, III Class B and IS-2373 with life cycle test certificate from FCRI/ NABL accridiated lab. The watermeter shall have magnetic drivers or mechanical drivers and shall be versatile for installation in any position. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointers of the meter shall be as per ISO 4064 specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates Inculding(Water meter+Dirt Box+Erection Charges)

1

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Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum

2.59

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supply and fixing of DI specials with all charges

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100mm to 200mm socket

100

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100mm to 200mm flange

150

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tee250x250x150

100

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supply and fixing of G I PIPES (MEDIUM) AS PER IS 1239/PART I/2004 Complete as directed by the Engineer-incharge

18

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