Public Health Engineering Department Tender
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Costs
EMD
₹ 32,000Document Cost
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Description
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Contact
Tender Id
2018_PHCJA_130345_1Bid Award Id
ViewTender No
126/RajsamandTender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://phedwater.rajasthan.gov.in/phed
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Documents
BOQ Items
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Ordinary Rock
143.07
97144
679
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Hard Rock (Requiring blasting) useful material 30%
125.6
127609
1016
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Recovery for Hard rock 30%
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-
-
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Add extra over item no-3 for every additional lift of 1.5 mtr or part there of.
-
-
-
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1.5 m to 3.0 m depth from G.L. (Ordinary & H.Rock)
18.84
1168
62
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3.0 m to 4.50 m depth from G.L. (Ordinary & H.Rock)
18.84
2336
124
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4.5 m to 6.0 m depth from G.L.(Ordinary & H.Rock)
18.84
3504
186
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6.0 m to 7.50 m depth from G.L. (Ordinary & H.Rock)
18.84
4672
248
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7.5 m to 9.0 m depth from G.L. (Ordinary & H.Rock)
18.84
5840
310
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9.0 m to 10.50 m depth from G.L.(Ordinary & H.Rock)
18.84
7008
372
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10.5 m to 12.00 m depth from G.L. (Ordinary & H.Rock)
18.84
8176
434
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12.00m. to 13.50 m. depth from G.L.(Ordinary & H.Rock)
18.84
9344
496
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13.50m. to 15.00 m. depth from G.L.(Ordinary & H.Rock)
18.84
10512
558
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15.00m. to 16.50m. depth from G.L.(Ordinary & H.Rock)
18.84
11680
620
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16.50 m. to 18.00 m. depth from G.L (Ordinary & H.Rock)
18.84
12848
682
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18.00 m. to 19.50 m. depth from G.L.(Ordinary & H.Rock)
18.84
14016
744
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19.50 m. to 21.00 m. depth from G.L.(Ordinary & H.Rock)
18.84
15185
806
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21.00 m. to 22.00 m. depth from G.L (Ordinary & H.Rock)
12.56
10902
868
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Add extra rate for quantities of earthwork executed in or under water & liquied Mud / Marshy soil.
-
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-
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1.5 m to 3.0 m depth from G.L. (Ordinary & H.Rock)
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-
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3.0 m to 4.50 m depth from G.L. (Ordinary & H.Rock)
-
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-
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4.5 m to 6.0 m depth from G.L. (Ordinary & H.Rock)
-
-
-
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6.0 m to 7.50 m depth from G.L. (Ordinary & H.Rock)
-
-
-
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7.5 m to 9.0 m depth from G.L. (Ordinary & H.Rock)
-
-
-
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9.0 m to 10.50 m depth from G.L.(Ordinary & H.Rock)
-
-
-
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10.5 m to 12.00 m depth from G.L. (Ordinary & H.Rock)
-
-
-
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12.00m. to 13.50 m. depth from G.L.(Ordinary & H.Rock)
18.84
5697
302.4
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13.50m. to 15.00 m. depth from G.L.(Ordinary & H.Rock)
18.84
5930
314.8
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15.00m. to 16.50m. depth from G.L.(Ordinary & H.Rock)
18.84
6164
327.2
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16.50 m. to 18.00 m. depth from G.L (Ordinary & H.Rock)
18.84
6398
339.6
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18.00 m. to 19.50 m. depth from G.L.(Ordinary & H.Rock)
18.84
6631
352
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19.50 m. to 21.00 m. depth from G.L.(Ordinary & H.Rock)
18.84
6865
364.4
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21.00 m. to 22.00 m. depth from G.L (Ordinary & H.Rock)
12.56
4732
376.8
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Providing & fabricating steel reinforcement for RCC work including binding placing in position & binding complete including cost of binding wire in foundation & superstructure upto plinth level. (Hot rolled deformed bars).
1295.5
110117
85
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Centering & shuttering with plywood or steel sheets including struttings propping bracing both ways with wooden members removal of form work for foundation in basement rafts ,straps beams,bases of columns etc. up to plinth level.
440.8
113946
258.5
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RCC work including atteched pilasters ,buttresses, plinth and string coureses, fillets,columns,pillers, abutements, posts etc. upto floor three level including curing,compaction,finishing 1:1.5:3.(M-20).
37.95
294643
7764
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Strutural steel work in single section fixed without connecting plate i/c cutting hoisting fixing in position and applying a priming coat of appd. steel primer above plinth level upto 4.5 mt. Height in (R.S. JOISTS). Flats,tees,angle etc
450
38700
86
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Rising Main
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-
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Providing, lowering, laying in trenches, aligning, fixing in position and jointing in trenches Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS: 8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 incl. all taxes (Central and Local) transportation and frieght charges, inspection charges, loading/unloadingcharges, stacking of pipes including cost of labour and material, specials(Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer in Charge.( excluding earth work) with excise Duty Exemption. Note:- Providing and fixing of all requisite specials as per drawing, design and layout areinclusive in RM measurement of the item and shall not be paid separately.
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-
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Dia (mm) Type Class
-
-
-
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100 DI K-7
390
405210
1039
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Providing, lowering, laying in trenches, standerd lengths HDPE ISI marked pipes of following grade and nominal daimeter as per IS:4984:1995( amended upto date) with neccessary jointing material like mechanical connectors, i.e. thread / insert joint/ quick release coupler joint/compression fitting joint or flanged joint and jointing pipes in proper position incl. all specials by butt fusion/electro fusion welding method, including all taxes (Central and Local) transportation and frieght charges, inspection charges, loading/ unloading charges, stacking of pipes including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer in Charge.( excluding earth work) . Note:- Providing and fixing of all requisite specials as per drawing, design and layout areinclusive in RM measurement of the item and shall not be paid separately. Supply of pipes upto 110 mm dia in coil & above 110 mm dia straight length in 6 m. (with ED)
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-
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Dia (mm) Type Class
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-
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110 HDPE PE-80 PN-10
250
127250
509
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Providing, lowering, laying, aligning fixing in position and jointing at all level/depth DI standard specials with rubber ring (EPDM)/nut bolts and insertion sheet and joints as per IS- 5382-1985 such as Tees , bends , tappers , caps etc. within trenches in DI PIPE LINE complete including all material, labour, testing and commissioning along with pipe line as per technical specification and direction of engineer in charge (excluding earth work) A/S Tees bends reducers (all end socketed ) upto 300 mm dia
100
12100
121
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Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated DI D/F Resilient (Soft) seated Gate Valve EPDM Coated DI wedge 100% vaccum light, flange Dimention IS: 14846, of approved make PN 1.6 class and CI Tail Piece- 2 Nos. (IS: 5531- 1988- amended up to date- For CI Plane Ended Specials) of same size of following dia complete including all material like Instren Rubber Sheet of thickness- 6.00 mm (ISI Mark)- For Rubber Sheet), MS Nut Bolts (IS: 1363 Part I-1984- amended up to date), CI Detachable Joint (IS: 8794- 1988 amended up to date), labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (Nominal Dia. in mm)
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-
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Soft seated sluice valves
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-
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Dia (mm) PN rating
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-
-
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100 1.6
3
29700
9900
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80 1.6
3
22800
7600
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Providing, lowering, laying, aligning, fixing in position in pipe line, DI resilient seated Non Return valves (NRV) of approved make PN 1.6 class and CI Tail Piece- 2 Nos. (IS: 5531 amended up to date- For CI Plane Ended Specials) of same size of following dia complete including all material like Instren Rubber Sheet of thickness- 6.00 mm (ISI Mark)- For Rubber Sheet), MS Nut Bolts (IS: 1363 Part I-1984- amended up to date), CI Detachable Joint (IS: 8794- 1988 amended up to date), labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (Nominal Dia. in mm)
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-
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Dia (mm) PN rating
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-
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100 1.6
1
18700
18700
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Providing, lowering, laying, aligning, fixing in position in pipe line, DI D/F Dismentalled joints of approved make PN 1.6 class (IS amended up to date- of following dia complete including all material like Instren Rubber Sheet of thickness- 6.00 mm (ISI Mark)- For Rubber Sheet), MS Nut Bolts (IS: 1363 Part I-1984- amended up to date), labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (Nominal Dia. in mm)
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-
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Dia (mm) PN rating
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-
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100 1.6
2
4460
2230
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Earth work in excavation in foundation trenches of drains including dressing of sides and ramming of bottoms, lift upto 1.5 Mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a
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-
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All Kinds of soil
292.9
27239
93
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Ordinary rock
108
24084
223
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Hard rock (Requiring Blasting) useful material 30%
21.6
7020
325
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Hard rock (Blasting Prohibited) useful material 30%
-
-
-
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Less useful material 30%
6.48
-2916
-450
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Dismantling cement concrete including disposal of material within 50 meter lead:
9.5
3515
370
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1:3:6 or richer mix.
-
-
-
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Providing & laying cement concrete inclg. Curing compaction etc. complete using stone agg. 20 mm nom. Size in foundation, plith, exclg. The cost of shuttering using M15grade Mix 1:2:4 (1 cement:2 coarse sand:4 graded stone agg.)
9.5
34931
3677
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Pump Machinary
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-
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Supply & Installation of 3 phase ISi marked submersible motor pump set of five star rating by BEE and as per JS: 8034-2011 (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.
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-
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Up to 5.5 KW (7.5 HP) & head up to 120 mtr.
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-
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Q-8.00 LPS Head- 70 m HP- 7.50 KW-5.50*2
11
72050
6550
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Providing & Lowering in tubewell ISl 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.
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-
-
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50 mm dia
40
15560
389
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Providing & Fixing of ISI Marked GI Bend 90 Degrees of following sizes including all jointing materials "B" Class
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-
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50mm dia
3
600
200
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Supply of MS clamp, set of 50x6 mm flat form iron with nuts and bolts etc. holding the riser pipe assembly of submersible pump set.
2
700
350
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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 8 130: 1980 includ ing making connection etc.
-
-
-
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3 core 4.0 mm2
40
4480
112
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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 s ize 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.
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-
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Up to 5.00 HP
1
9794
9794
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