Drinking Water Supply and Sanitation Government Departments Closing in 0 days TDR #35773689

Tender For Construction And Commissioning Of Tube Wells Under Jurisdiction Of Jen Section Jaitaran (Urban) Sub. Division Jaitaran (Annual Rate Contract With 5 Years O And M)

Issued by Government Departments · sojat, Rajasthan
Tender Value
60 Lakhs
Estimated cost
Bid Submission
06 Feb 2023
0 days left
EMD
1.20 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction And Commissioning Of Tube Wells Under Jurisdiction Of Jen Section Jaitaran (Urban) Sub. Division Jaitaran (Annual Rate Contract With 5 Years O And M)

BOQ

Name of Work :- Construction and Commissioning of Tube Wells under Jurisdiction of JEn Section Jaitaran (Urban) Sub. Division Jaitaran (Annual Rate Contract with 5 Years O&M) (As per Amended PHED BSR 2022 & Operation and Maintenance BSR 2020 JDR I)
Sl. No. Item Description
1Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and it\"s packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & it\"s primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water.Nominal bore 150 mm dia.
2Nominal bore 200 mm dia.
3Nominal bore 250 mm dia. Add 15% extra on above item (Item no 2.1.1 to 2.1.3) for drilling depth beyond 100 mtr and up to 200 mtr, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr.Add 40% extra on above item (Item no 2.1.1 to 2.1.3) for drilling depth beyond 200 mtr, rate shall be applicable for only extra depth beyond 200 mtr .
4Construction of Tube Well from ground level and up to 100 mtr. depthto accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling methodas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications for removal of overburden. The work includes the cost oflowering of casing pipe, but excludes the cost of casingpipe.Nominal bore 200 mm dia.
5Nominal bore 250 mm dia. Add 15% extra on above item(Item No 2.2.1 to 2.2.2) for drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr .
6Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe.Nominal bore 150 mm dia.
7Nominal bore 200 mm dia.
8Nominal bore 250 mm dia.Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr.Add 30% extra on above item(Item No 2.3.1 to 2.3.3) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr .Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling, where strata is collapsible and lowering of casing pipe is required . The work includes lowering of casing pipe, but excluding the cost of casing pipe. The rate shall be applicable for stretch of collapsible strata only.
9Construction of Tube Well up to 100 mtr. depthin all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe.Nominal bore 150 mm dia.
10Nominal bore 200 mm dia.Add 15% extra on above item (Item No 2.4.1 to 2.4.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr.Add 30% extra on above item(Item No 2.4.1 to 2.4.2) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr .Add 15% extra on above item (Item No 2.4.1 to 2.4.4) for drilling, where strata is collapsible and lowering of casing pipe is required . The work includes lowering of casing pipe, but excluding the cost of casing pipe. The rate shall be applicable for stretch of collapsible strata only.
11Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date.
12Supplying & PackingP-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-1) 1991 or as per amended up to date.
13Development of tube well having depth up to 250 mtr as per IS: 11189- 1985 and IS: 2800 (Part- I)- 1991 (both amended up to date) using suitable methods to give sand free water for required yield of the gravel packed tube well.
14Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m)
15200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)
16250 mm dia NB (Thickness of pipe 7.1 mm & mass of tube 46.57 Kg/m)
17Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 125 mm dia nominal bore of 4.8 mm thickness
18150 mm dia nominal bore of 4.8 mm thickness
19200 mm dia nominal bore of 5.4mm thickness
20250 mm dia nominal bore of 7.1mm thickness
21Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect.
22Supply & Installation of single phase ISI marked submersible motor pump set of three star or better rating of BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect.Up to 2.0 KW
23Above 2.0 KW
24Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. Up to 5.5 KW (7.5 HP) & head up to 120 mtr.
25Up to 5.5 KW (7.5 HP) & head above 120 mtr.
267.5 KW (10 HP) & head up to 120 mtr.
277.5 KW (10 HP) & head above 120 mtr.
289.3 KW (12.5 HP) & head up to 120 mtr.
299.3KW (12.5 HP) & head above 120 mtr.
3011 KW (15 HP) & head up to 120 mtr.
3111 KW (15 HP) & head above 120 mtr.
3213 KW (17.5 HP) & head up to 120 mtr.
3313 KW (17.5 HP) & head above 120 mtr.
3415 KW (20 HP) and above, head up to 120 mtr.
3515 KW (20 HP) and above, head above 120 mtr.
36Supply and Fixing of Electric feeder panel (having projected canopy)for submersible pump set Single phase up to 5 HP, comprising of DOL Starter, MCB, Indicating Light, Ammeter, Volt meter, connection plate, condensers of approved make and the panel enclosure should be made out from 18 gauge M.S. Sheet with powder coating. Panel size Height 600 mm Width 500 mm depth 250 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18\" and double door including in built locking system.The legs should be embedded in M-15 cement concrete platform. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The operation of panel should be suitable for on 240 Volt AC Supply.
37Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB, DOL starter, overload relay, ampere meter, volt meter, phase preventer,phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 300mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18\" and double door including in built locking system.The legs should be embedded in M-15 cement concrete platform. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level.The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.Up to 5.00 HP
38Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18\" and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.Above 5 HP and up to 10 HP
39Above 10 HP and up to 15 HP
40Above 15 HP and up to 20 HP
41Above 20 HP and up to 30 HP
42Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 3 core 4.0 Sq.mm
433 core 6.0 Sq.mm
443 core 10.0 Sq.mm
453 core 16.0 Sq.mm
46Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.10.0 Sq.mm, 4 core
4716.0 Sq.mm, 4 core
4825.0 Sq.mm, 3.5 core
4935.0 Sq.mm, 3.5 core
50Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. \"B\" class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.
51Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set.
52Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2\" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.125 mm dia
53150 mm dia
54200 mm dia
55250 mm dia
56Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B\" class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.32 mm dia
5750 mm dia
5865 mm dia
5980mm dia
60Providing & Lowering in tube well ISI marked HDPE pipe as per IS 4984:1995 or amended up to date in PE 80 grade and class PN 10 of following dia. including HDPE/GI fittings and PVC rope confirming to IS 5175:1992 or amended up to date, along with clamping of submersible cable etc. complete in all respect.40 mm dia
6150 mm dia
6263 mm dia
6375 mm dia
6490 mm dia
65Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia.50 mm dia
6665 mm dia
6780 mm dia
68Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge.
69Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes65 mm dia
7080 mm dia
71Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover.
72Maintenance of tubewells which includes round the clock monitoring oftubewells of all sizes, completerepairs /rewinding ofsubmersible pumpsets including cost ofmaterial components required to repair pumpsets, starters, meters etc. of electric panel of tube wells, Lowering and unlowering of pumpsets complete in all respect, maintenance of log-books & Histroy sheetas directed by Engineer-in-charge for tubewell per month.(For Urban water Supply Scheme) 0 HP to 5 HP
736.0 HP to 7.5 HP
748.0 HP to 10 HP
7511 HP to 12.5 HP
7613 HP to 15 HP
7716 HP to 25 HP
7826 HP to 45 HP
79Maintenance of tubewells which includes round the clock monitoring oftubewells of all sizes, completerepairs /rewinding ofsubmersible pumpsets including cost ofmaterial components required to repair pumpsets, starters, meters etc. of electric panel of tube wells, Lowering and unlowering of pumpsets complete in all respect, maintenance of log-books & Histroy sheetas directed by Engineer-in-charge for tubewell per month.(ForRural Scheme where three phase electric supply is up to 8 hrs) 0.5 HP to 5.0 HP
806.0 HP to 7.5 HP
818.0 HP to 10.0 HP
8211.0 HP to 12.5 HP
8313.0 HP to 15.0 HP
8416.0 HP to 25.0 HP
8526.0 HP to 45.0 HP

AI Tender Summary

OUR REF NO 35773689
AUTHORITY Government Departments
TENDER VALUE 60 Lakhs
LAST DATE 06-02-2023
Authority
Authority Name Public Health Engineering Department
Work Description Construction And Commissioning Of Tube Wells Under Jurisdiction Of Jen Section Jaitaran (Urban) Sub. Division Jaitaran (Annual Rate Contract With 5 Years O And M)
Basic Detail
Tender No NIT NO 186/2022-23
Bidding Type Tender
Location
City sojat
State Rajasthan
Key Dates
Publish Date 17 Jan 2023
Submission Date 06 Feb 2023
Open Date 07 Feb 2023
Finance
Tender Value 60 Lakhs
Tender Fee 5000
EMD 1.20 Lakhs
Exemption Not Available
Document List
fd2f3fd1-51c5-4cfe-a2c9-9e339b37a901.html
BOQ_558341.xls
TD-186.pdf
Tendernotice_1.pdf

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Tender Timeline

Jan 17, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Feb 06, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Feb 07, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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fd2f3fd1-51c5-4cfe-a2c9-9e339b37a901.html

xls

BOQ_558341.xls

pdf

TD-186.pdf

pdf

Tendernotice_1.pdf

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