Public Works Department Tender
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Costs
EMD
₹ 36,800Document Cost
₹ 500Tender Fee
₹ 500
Summary
Remaining Work Of Office Building Of Executive Engineer Pwd Division Chirawa Dist Jhunjhunu
Description
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Contact
Tender Id
2025_CEPWD_445793_1Tender No
NIT 07/CHW/2024-25/02Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
BOQ Items
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Add extra for excavating trench for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 Mtr. but not exceeding 3 Mtr.
55.4
250
13903.16
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Add extra for excavating trench for pipes, cables etc. in all kinds of soil for depth exceeding 3 Mtr. but not exceeding 4.5 Mtr.
55.4
642
35596.03
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Add extra for excavating trench for pipes, cables etc. in all kinds of soil for depth exceeding 3 Mtr. but not exceeding 4.5 Mtr.
55.4
642
35596.03
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Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth leve 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size
8.25
3302
27230.47
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Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making
good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix
5.62
4934
27729.08
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Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 4 (1 cement : 4 coarse sand)
44.52
4469
198959.88
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Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :25 mm thick
108.54
242
26266.68
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Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4, with ceiling pointing in cement sand mortar 1 : 3 complete as per specification and instruction of Engineer In Charge
46.82
1648
77159.36
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Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.
-
-
-
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Hot finished welded type tubes.
200
100
20000
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Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm).Inner
7.98
53
422.94
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Grading roof for water proofing treatment with water proffing compoundCement mortar 1:4 (1cement : 4 coarse sand)
40.52
4862
197008.24
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P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant 110mm dia
200
282
56400
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Construction of tube-well from ground levels and upto 100 Meter depth and above to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its 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. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water)150 mm Nominal bore..
210
1065
223650
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Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work.150 mm Nominal bore of pipe
210
1224
257040
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P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:Bend 87 .5 110mm dia
60
161
9660
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Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.Inside size 300 X 300 mm depth upto 0.5 M Cement cover with frame.
10
1049
10490
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P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:Door Bend (Left & Right)110mm dia
15
195
2925
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P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc.25mm dia nominal bore 'B' Class
100
278
27800
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P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :(-do-) 25mm nominal bore.
5
529
2645
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SITC of Monoblock motor pump set ISI marked (IS:9079-2002) with TEFC motor, motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011. with Stainless steel Impellor, Stainless steel shaft, Mechanical seal, Single/Three phase ( 240 -
440 V ) permanent split capacitor type (PSC), fitted with thermal overload protection, Including cost of hardware etc on existing platform complete. Pump shall have following HP Rating, phase, Head, minimum Discharge respectively complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR 1.0 HP, 1-Ø, (10-120)Mtr, (30-12) LPM .
1
13877
13877
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Part - B Tube Well
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-
-
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Construction of 150 mm dia Tube Well including submersible pumpset ,cable, feeder pannel, GI riser pipe and commissioning, testing complete in all respect
-
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-
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Construction of Tube Well from ground level and upto 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 & 2) 1979 as amended up to date. The work will include cost of lowering of housing, strainer assembly pipes, with supply and wrapping of coir rope, wherever necessary and development of tube well as per IS specification using suitable Air Compressor but will not include cost of casing & strainer pipe. Work will be completed after obtaining sand free water.
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-
-
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Nominal bore 150 mm dia.
100
1065
106500
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Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depth in all type of rocks by DTH system as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work shall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe.
-
-
-
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Nominal bore 150 mm dia.
200
666
133200
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Supply of ERW M.S. black casing pipe ISI marked(IS :4270/1992) of grade Fe410 following sizes at the site of work
-
-
-
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150 mm Nominal Bore of pipe
101.5
1224
124236
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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 or as per amended up to date.
1
8385
8385
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S & F Tubewell cover Of MS sheet (6 mm thick ) With Nuts and bolts Complete or casing Size :150 mm Dia
1
279
279
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Supply & 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.
-
-
-
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Above 2 KW
3.8
13050
49590
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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.
-
-
-
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3 core 4.0 mm2
220
189
41580
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Providing & 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 number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.
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-
-
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32 MM Dia
210
430
90300
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Supply 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.
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-
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UPTO 5 HP
1
10009
10009
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