Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date16 Mar 2024
Closing Date24 Jun 2024
Tender Amount₹ 3,13,38,00,000
Costs
EMD
₹ 6,26,76,000Document Cost
₹ 50,000Tender Fee
₹ 2,500
Summary
Bids For The Work Of Drinking Water Supply Project For 524 Villages Of Pratapgarh Arnod Peepalkhoont Blocks Including Their 292
Description
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Contact
Tender Id
2024_PHCJ_389202_2Bid Award Id
ViewTender No
19-20/2023-24Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
BOQ Items
90mm
78872.71
13566105
172
110mm
40206.08
6915445
172
125mm
6982.87
1201053
172
140mm
2814.07
484019
172
160mm
1263.25
217279
172
180mm
659.75
113477
172
80mm
14933.33
2568531
172
100mm
216324.87
37207877
172
150mm
105596.35
18162572
172
200mm
17567.55
3021618
172
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including all safety provisionsn required.:
Ordibnary Rock
-
-
-
75mm
112521.32
36231865
322
90mm
39436.35
12698505
322
110mm
20103.04
6473178
322
125mm
3491.44
1124242
322
140mm
1407.03
453064
322
160mm
631.63
203383
322
180mm
329.88
106219
322
80mm
7466.66
2404265
322
100mm
108162.43
34828303
322
150mm
52798.18
17001012
322
200mm
8783.78
2828375
322
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:
Hard Rock requiring Blasting
-
-
-
75mm
18753.55
8907938
475
90mm
6572.73
3122044
475
110mm
3350.51
1591490
475
125mm
581.91
276405
475
140mm
234.51
111390
475
160mm
105.27
50003
475
180mm
54.98
26115
475
80mm
1244.44
591110
475
100mm
18027.07
8562859
475
150mm
8799.7
4179855
475
200mm
1463.96
695382
475
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:
In Hard Rock blasting prohibited
-
-
-
75mm
18753.55
12639895
674
90mm
6572.73
4430017
674
110mm
3350.51
2258241
674
125mm
581.91
392204
674
140mm
234.51
158057
674
160mm
105.27
70952
674
180mm
54.98
37055
674
80mm
1244.44
838755
674
100mm
18027.07
12150246
674
150mm
8799.7
5930995
674
200mm
1463.96
986711
674
Providing, lowering, laying in trenches, aligning, fixing in position and jointing 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 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, 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 are inclusive in RM measurement of the item and shall not be paid separately.
-
-
-
80mm
39350
47770900
1214
100mm
569731
719000522
1262
150mm
244436
438762620
1795
200mm
36036
79351272
2202
Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight 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 of following class and diameter. (excluding earth work) . Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
Supply may be in coil or straight length in 6 M/12 M. HDPE PE-80 PN-6
-
-
-
75mm
1136579
212540273
187
90mm
398642
105241488
264
110mm
203061
81021339
399
Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight 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 of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
Supply of pipe shall be in straight length in 6/12 M. HDPE PE-80 PN-6
-
-
-
125mm
23812
13620464
572
140mm
9269
6608797
713
160mm
3980
3570060
897
180mm
1909
2153352
1128
Providing, lowering, aligning, fixing in position and Jointing in pipe line, combination Air Release Valve Kinetic type with single chamber housed Double orifice and have 3 functions, large Air exhaust, small Air venting and large air intake during vacuum of pipeline of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512 ,Body and bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865,Float & internal trim: AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside Fasteners - CS/ Galvanised steel ,Outlet of big orifice will have a screen to prevent Tamper of float, Big orifice size should be equal or larger than the inlet flange bore, for fully comply with AWWA C512. ), Valve including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.
Note: Rates are exclusive of connecting tee, pipe piece and earth work.CLASS PN 1.6
-
-
-
50 mm dia
564
8782608
15572
Construction of Air valve pillar for fixing of Air valves
564
13124280
23270
Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
-
-
-
100mm
27
268920
9960
150mm
65
1070745
16473
200mm
16
405456
25341
Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Manually Operated CI Sluice Valves of Class PN 1.0 Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
-
-
-
80mm
559
3036488
5432
100mm
1444
10766464
7456
125mm
45
433440
9632
150mm
220
2578400
11720
200mm
17
331245
19485
Cosntruction of valve chamber for Sluice Valves, Flow Control Valve and Butterfly valve as per approved drawing and specifications to the satisfaction of Engineer-in-charge
-
-
-
Type - A (80 mm to 100 mm dia)
2030
53470200
26340
Type - B (125 mm to 200 mm dia)
363
12247620
33740
Construction of Village Transfer Chamber as per approved design, drawing & specification given for material of construction and completion of all works of installation of sluice valves, D.joints, C.I. pipes, specials (excluding supply) etc. complete in all respect to achieve the work as given in the scope of work.
555
56721000
102200
Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
-
-
-
80mm
559
1517685
2715
100mm
1471
4648360
3160
125mm
45
185895
4131
150mm
285
1414740
4964
200mm
33
243639
7383
Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
12874.57
9604429
746
Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.
60921.04
39781437
653
Providing and laying in position cement concrete M10 grade nominal mix 1:4:8 (1 Cement : 4coarse sand : 8 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.
24538.42
98963427
4033
Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work. M20 grade Nominal Mix
1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
60658.54
322218153
5312
Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.
-
-
-
Bituminous courses
1227.04
444187
362
Granular courses
34578.48
8955826
259
Provision for Restroration of Bitumen Road after laying & jointing pipe line as per direction of Engineer In charge
92246
23061500
250
Provision for Restoration of WBM Road cutting as per specifications.
89746
14359360
160
Providing Household Tap Connection as per technical specification and approved drawing as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve valve and specials with 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.
Note: Road cut and restoration is not part of this item and paid seperately.
65647
117245542
1786
Add extra over item no 1.21 & 1.22 for providing 20 mm PE 80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.
656470
26258800
40
P& F Bib cock (IS : 8931 mark), superior quality of approved make , brass 400 gm, 15 mm nominal bore.
65647
17790337
271
Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be done by using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge..
59082.3
10162155
172
Removing & Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & non serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block against damaged, including all lead and lift as per Technical specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)
-
-
-
80 mm thick.
523477.5
140291970
268
Part E : Instrumentation & SCADA
-
-
-
SITC of Bulk Flow Meter with removable mechanism class "B" confirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work.
-
-
-
80mm
417.22
4563497
10938
100 MM
107
1429413
13359
150 MM
87
1801683
20709
P&F of GSM/GPRS based data transmitter device for water meter (woltman pulse output ) battry power 7.4 volt battery life 3 year compitable to SCADA System. Complete as required( for VTC)
611.22
19864487
32500
Part F : Cost Estimate for Operation & Maintainance
-
-
-
Cost of operation and maintenance of the system for 10 years after defect liability period of one year @ 6.0% on above items excluding villages inrta system and as per scope of work & specification
-
-
-
Operation and Maintenance Charges 1st year
1
7280374
7280374.04
Operation and Maintenance Charges 2nd year
1
7644392
7644392.74
Operation and Maintenance Charges 3rd year
1
8026612
8026612.38
Operation and Maintenance Charges 4th year
1
8427943
8427943
Operation and Maintenance Charges 5th year
1
8849340
8849340.15
Operation and Maintenance Charges 6th year
1
9291807
9291807.16
Operation and Maintenance Charges 7th year
1
9756397
9756397.52
Operation and Maintenance Charges 8th year
1
10244217
10244217.39
Operation and Maintenance Charges 9th year
1
10756428
10756428.26
Operation and Maintenance Charges 10 th year
1
11294249
11294249.67
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