Panchayati Raj Department Tender
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Costs
EMD
₹ 9,800Document Cost
₹ 500Tender Fee
₹ 500
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2020_PRD_205698_1Bid Award Id
ViewTender No
01/2020-21 Hand pump and singal pointTender Authority
Panchayati Raj Department ViewPurchaser Address
-Website
http://http://rajpanchayat.rajasthan.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Nominal bore 125 mm dia.
1000
-
403.2
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Supply of ERW M.S. black casting pipe ISI marked (IS:1239 part 1:2004 ) mediom of following sizes at site of work.(100 mm dia NB (Thickness of pipe 4.5. mm & mass of tube 12.50 Kg/m))
100
-
802.8
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125 mm dia NB( Thickness of pipe 4.8 mm & mass of tube 16.40 Kg/m)
800
-
977.4
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Construction of tube well from ground level and upto 100 mtr. depth and above of following sizes in all types of soils in alluvium strata, unconsolidated formation such as pebbles, boulders etc. by "bailing" method and without gravel packing as per IS:2800 (part 1: 1991 & IS : 2800 Part 2 1979 both amended up to date & technical specifications . The work includes formation of cavity at bottom by development with appropriate air compressor or bailer pumping and also lowering of casing pipe but excluding cost of the casing pipe. The tube well should have a throughout bore as per nominal dia of casing pipe. The work would be completed after obtaining sand free water.(Nominal bore 125 mm dia. )
30
-
360
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Nominal bore 150 mm dia.
20
-
405
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Construction of tube well from ground level and up to 100 mtr depth and above to accommodate housing assembly pipe in all type of unconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS : 2800 (Part I 1991) and IS : 2800 (Part II 1979 ) as amended up to date & technical specification The work will include lowering of housing pipe and strainer pipe assembly and casing shoe but incuding cost of casing shoe and excluding cost of the casing pipe. The work would be completed after obtaining sand free water. (Nominal bore 125 mm dia. )
50
-
619.2
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Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 as amended up to date.
1
-
6350.4
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Supplying & Packing P-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-1) 1991 with latest amendment.
20
-
2880
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Development of tube well as per IS: 11189- 1985 and IS: 2800 (Part- I)- 1991 (both amended up to date) using suitable compressor to give sand free water for required yield of the gravel packed tube well.
15
-
881.1
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Labour 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 )
72
-
136.8
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Providing & laying ISI marked GI Pipe “A” class as per IS: 1239 for casing pipe for submersible cable external work 40 mm dia complete in all respect.
10
-
261
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Supply & Installation of single phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or 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)
5
-
11340
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Above 2.0 KW
10
-
8739
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Supply and Fixing of Electric feeder panel (having projected canopy)for submersible pump set Single phase upto 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 guage 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.
5
-
6903
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Supply 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 guage M.S. Sheet with powder coating. Panel should be of minimum 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 )
1
-
8814.6
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Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. (3 core 4.0 mm2)
500
-
123.3
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Supply & Fixing tube well cover of 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 end in 80mm sizes passing through a hole in the centre of MS sheet. A 25mm socket with end plug shall also be welded over top plate (as per drawing enclosed). 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)
5
-
495
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Providing & Lowering in tubewell ISI marked GI Pipe “B" class as per IS:1239 or amended up to date threaded and double flanged (welded) on both ends and two number 25x3mm flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.(32 mm dia)
100
-
287.1
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50 mm dia
10
-
440.1
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Providing & Lowering in tubewell ISI marked HDPE pipe as per IS 4984:1995 or amended upto 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 upto date, along with clamping of submersible cable etc. complete in all respect. 40 mm dia
300
-
63.9
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Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge.
5
-
742.5
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Providing and Fixing of ISI marked PVC storage tank of following capacity as per IS: 12701-1989 (of approved make) with cover, 25 mm dia. 1 mtr long GI overflow pipe, 25 cm long 25 mm dia washout GI pipe with plug & socket, including P&F 32 mm dia Ball Cock (Float valve) IS 1703 marked with rod and PVC ball complete with brass weight 1000 gm, including P&F 15mm dia CI quarter turn heavy duty Bib Cocks four nos of superior quality and approved make, including interconnections complete job. (1000 litres capacity)
4
-
5691.6
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2000 litres capacity
2
-
10800
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Fabrication & Fixing M.S. Stand of specified class of angle iron L-shaped of 50 mm size with four legs grouted by 300*300*300 mm CC Block M-15 in the ground and all legs tied up with each other through same size of angle iron along with cross bars to support the bottom of 1000 Ltr./ 2000 Ltr. PVC tank complete in all respect.
500
-
91.8
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Supplying & 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.
5
-
720
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Hand pump Part B
-
-
-
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Construction of tube well from ground level and up to 100 mtr. depth and above to accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling method as per IS:2800 (part 1: 1991 & IS : 2800 Part 2 1979 Both or amended up to date and technical Specification with gravel as pr IS: 4097-1967 and it's packing as pr IS: 2800 (Part 1 &2 1979 ) as amended upto date (The work include the cost of garvel and 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 fines sand Particles and development work but Excluding the cost of housing and strainer Pipe assembly . Work will be completed after obtaining of sand free water. (Nominal bore 125 mm dia. )
827
-
474.3
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Construction of tube well upto 100 mtr. depth and above in all types of rocks by DTH System & over burden to accommodate casing pipe of following sizes in all type soile and over burden encluding lowering of casing pipe ( if required ) Excluding cost of casing pipe as per IS : 2800 (Part I 1991) and IS : 2800 (Part II 1979 ) baoth amended upto date , and techicel specification. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal bore of casing pipe. (Nominal bore 100 mm dia. )
10
-
345.6
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Nominal bore 125 mm dia.
1000
-
403.2
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Construction of tube well from ground level and up to 100 mtr. depth and above in all type of soils in alluvium strata by “bailing “ method and without gravel packing as per IS : 2800 (Part I 1991) and IS : 2800 (Part II 1979 ) technical specifications. The work includes formation of cavity well at bottom by development with appropriate air compressor or bailer pumping and also lowering of casing pipe, but excluding cost of casing pipe. The tube well should have a throughout bore as per nominal bore of casing pipe. The work would be completed after obtaining sand free water.(Nominal bore 100 mm dia. )
10
-
278.1
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Nominal bore 125 mm dia.
100
-
306
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Supply of ERW M.S. black casting pipe ISI marked (IS:1239 part 1:2004 ) mediom of following sizes at site of work.(100 mm dia NB (Thickness of pipe 4.5. mm & mass of tube 12.50 Kg/m))
100
-
802.8
... More
125 mm dia NB( Thickness of pipe 4.8 mm & mass of tube 16.40 Kg/m)
1000
-
977.4
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Providing and Lowering of ISI mark PVC casing pipe conforming to IS : 12818 : 1992 or amended upto date having pressure rating of approved make for TW and DCB with threading winding with superior quality of plastic mesh & rope in three layers with end cap complete. (100 mm nominal dia ( internal dia ).)
10
-
272.7
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125 mm nominal dia ( internal dia ).
20
-
401.4
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Labour 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. (100 mm dia nominal bore )
100
-
107.1
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125 mm dia nominal bore
300
-
136.8
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Supply & installation of GI pipe 32 mm medium class “B” with pipe sockets (heavy duty).
1000
-
236.7
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Supply and installation of India Mark II Hand pump set complete ISI Marked with cylinder & 15 connecting rods.
25
-
8844.3
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Supply and installation of India Mark II Hand pump set EDW complete ISI Marked with cylinder & 20 connecting rods.
25
-
10713.9
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Supply and installation of ISI mark connecting rod as per departmental specifications. of 3 meter length.
100
-
148.5
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Installation of India Mark II/III E.D. I & II hand pump set complete on existing platform.
50
-
705.6
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Construction of 185 cm. dia platform as per approved design & drawing of UNICEF.
50
-
2822.4
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Yojna bord pr works
1
-
1500
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