Drinking Water And Sanitation Department Tender
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Costs
EMD
₹ 11,000Document Cost
₹ 1,250Tender Fee
Refer Documents
Summary
Dwsd/mech. Div. Dumka/01/2024-25
Description
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Contact
Tender Id
2024_DWSD_87120_1Bid Award Id
ViewTender No
DWSD/Mech. Div. Dumka/01/2024-25Tender Authority
Drinking Water And Sanitation Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
Supplying & fitting of 02 HP, 1-phase submersible pump starter having suitable contactor, relay, on-off push buttons, Voltmeter & ampere meter in SS enclosure, one set complete.
Make-L&T/Havell’s/any reputed make ISI mark.
1
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-
Supplying of 03H.P. Three phase Submersible Pump Set (standby), Starter panel at DARSHINIYANTIKAR for existing 02 Nos. HYDT.
-
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Supplying and fitting of 03 HP submersible pump set confirming to IS 8034 and motor confirming to IS 9283. Pump shall be suitable for various delivery head discharge with stainless steel pump shaft and polypropylene/ noryl impeller. Motor suitable for working on 220/415±10%, 1/3 phase, 50 Hz A.C. supply with cable guard, thrust carbon/ fiber bearing to with stand entire hydraulic thrust, water proof winding shall be provided. The pump set shall be suitable for direct coupling, pump shall have suitable outlet as per manufactures design. Anti-thrust stream lined non return valve shall be provided with pump. 3 mtr submersible copper conductor cables in single/ double run shall be provided with each pump. Submersible pump set 100 mm dia. (with polypropylene/ noryl impeller) up to 25 stages.
1
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Supplying & fitting of 03 HP, 3 phase submersible pump starter having suitable contactor, relay, on-off push buttons, Voltmeter & ampere meter in SS enclosure, one set complete.
Make-L&T/Havell’s/any reputed make ISI mark.
1
-
-
Providing Supplying & Laying Distribution pipe line at Darshiniyaantikar in place of damaged pipe line for existing 15 Nos. stand post .
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Earth work in excavation (As per I.S. 3114) 1965 for laying of different type and sizes of pipe so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and left as per specification & direction E/I.
UPVC .Pipe 40mm
90% of Total (as per Soil item Class “A”)
19.98
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-
10% of Total (as per Soil item Class "B")
2.22
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Providing coarse clean sand in filling in foundation trenches and in plinth including ramming and watering in layers not exceeding 150mm thick with all lead and lift including cost of materials labours royalty and taxes all complete as per building specification and direction. 10% of excaveted earth.
i)UPVC .Pipe 40mm
2.22
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-
Earth work in back filling in the trenches after laying different sizes of pipe with earth removed during excavation lead & left as per specification & direction of E/I.
19.98
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-
Suppling upvc pipe with labours and tool for laying and jointing U.P.V.C pipe in trenches and making joints with U.P.V.C collar and solvent cement all complete as per specification and direction of E/I.
(i) 40 mm dia.
100
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-
Providing and fixing ball valve of approved quality all complete as per specification and directions
i. 32 mm dia UPVC
7
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-
ii.40 mm dia UPVC
3
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-
supplying labour and tools for laying and jointing U.P.V.C specials in trenches as per specification and direction of E/I A. i. Tee -40 mm dia UPVC
5
-
-
ii. Plain Coupler-40 mm dia UPVC
35
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-
iii.Elbow - 40 mm. dia UPVC
5
-
-
iv.Reducer Tee-40x32 mm dia. Upvc
2
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-
B. i. Equal Tee-32mm. dia UPVC
2
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-
ii. Plain coupler-32 mm dia UPVC
10
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-
iii.Elbow - 32 mm. dia UPVC
5
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-
Carriage of following materials to work site (avg lead) including loading unloading and stacking etc. all complete as per building specification and direction of E/I (05%(LS).
1
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-
Installation of submersible pump set, Fixing of 2000 ltr capacity HDPE water storage tank -05 Nos. at RCC water storage platform at Darshiniyatikar p/plant with following accessories
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S/f of water storage tank fittings-UPVC in place of damaged upvc fittings i. Union - 50 mm. dia UPVC
5
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-
ii.Tank connector-50 mm dia UPVC
4
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-
iii. Tee-50 dia. UPVC
4
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-
iv. 50 mm dia ball valve UPVC
2
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-
v. 50 mm dia UPVC Pipe
20
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-
vi.Elbow - 50 mm. dia UPVC
5
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-
vii. Plain Coupler-50 mm dia UPVC
4
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-
viii. 32 mm dia UPVC pipe
15
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-
ix. Elbow - 32 mm. dia UPVC
5
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-
x. Plain Coupler-32mm dia UPVC
6
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-
xi. 32 mm dia ball valve UPVC
3
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-
Cost towards supplying labour tools, tackles ,materials and Pvc solvet etc. for and fitting and fixing of-2000 ltrs capacity ISI water storage tank (05Nos.)
1
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Installation and testing of old submersible pump set at existing bore well and taking out all assets from p/pant and stored to WTP campus Basukinath.
-
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Cost towards supplying labour tools, tackles etc. for lowering and fitting of 02 hp & 03 hp Submersible pump set with column pipe all complete job.
1
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Cost towards supplying labour tools, tackles etc. for lifting and taking out of 02 hp & 03 hp Submersible pump set with column pipe,disconnection of HDPE Tank from platform,TAP and nipple from Stand post and transportation charge etc. all complete job.
1
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Repairing of Stand post, fitting & fixing of necessary arrangement for tapping water and colouring of old stand post at Darshiniyatikar.
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Providing P.C.C M100 (1:3:6) in foundation with approved quality of stone metal grade III (53mm to 22.4mm size) clean coarse sand of F.M (2.5 to 3) including screening mixing cement concrete in mixer and placing in position vibration, curing taxes & royalty all complete as per building specification and direction of E/I.
1.89
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-
Providing designation 75 B Brick work in CM.(1:6) in superstructure with approved quality of clean coarse sand of F.M(2 to 2.5) including providing 10 mm thick mortar materials joint cost of screening scaffolding racking out joint to 15 mm depth, curing taxes of royalty all complete as per building specification and direction of E/I.
0.21
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Providing 12mm cement plaster (1:6) with approved quality of clean coarse sand of F.M 1.5 including screening curing with all leads & lift of water scaffolding taxes & royalty all complete as per building specification and direction of E/I.
15.4
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Carriage of following materials to work site (avg lead) including loading unloading and staking etc. all complete as per building specification and direction of E/I 5% (LS) of above (Sl No. 6.01 to 6.03).
1
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Providing one coat of plastic emulsion paint of approved shade and make over over old surface including washing, cleaning and preparing the walls, scafolding, washing of floor and taxes all complete as per building specification and direction of E/I.
66.15
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Supplying materials, fitting & fixing of approved make all complete as per direction of E/I.
a) 15mm.dia. G.I. Socket
30
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b) 15 mm dia G.I. Nipple.
30
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-
c) 15 mm dia CI push cock(weight not less than 400gms)
45
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Carriage of following materials to work site (avg lead) including loading unloading and staking etc. all complete as per building specification and direction of E/I 5% (LS).
1
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-
Cost of Clean of place nearby stand post including removing of grass, useless shrubs etc. complete job. (for15 nos. stand post).
1
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Repairing of drain of Recharge Pit(10 Nos.)
-
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Providing, fitting and fixing HCI or MS grating weight not less than 1.25 Kg at the inlet of the soak pit
10
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Supplying all materials, labours, tools, tackles and constructing brick masonry drain 150 mm wide and 150 mm deep with 250 mm apron on both sides over 50 mm thick PCC M15 (1:3:6) over a brick flat soling 12 mm CM(1:3) with punning on exposed surfaces all complete job as per specification & direction of E/I.
20
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Carriage of construction materials from their source to the construction site including cost of loading, transporting, unloding and stacking in countable stacks including 10% CP & 5% OHC all complete as per specifications and direction of the E/I.10% of the sub total.
1
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-
OPERATIONAL COST DURING SHRAWANI MELA-2024 AT DARSHINIYANTIKAR, MAA TARA MANDIR AND HANSDIHA WATER SUPPLY P/PLANT.
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Pump operator grade-II for P/plant- Darshiniyantikar/Maa tara mandir for 45 days X 6 Nos. = 270 days.
270
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Energy Cost for 60 days during Mela.-(2.00 h.p.+3.00 hp) =05 h.p.x1x.746x22x60 =4923.60 units @ 6.50/unit.
4923.6
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Energy Cost for 60 days during Mela.-1.5h.p.x2x.746x22x60 =2954.16 units @ 6.50/unit. (Hansdiha & Maa tara Mandir)
2954.16
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