Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date1 Jan 2024
Closing Date22 Jan 2024
Tender Amount₹ 23,95,48,984
Costs
EMD
₹ 11,97,750Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CWRDK_977295_2Bid Award Id
ViewTender No
MPDU/N17/DEOGHAR/23-24Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://wrd.maharashtra.gov.in/
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Documents
BOQ Items
B) Girth Between 60 cm to 90 cm.
3252
1200638
369.2
Item No. - 3 -Excavation for deep trenches for laying rising main in soft strata including trimming to correct line, level and to specified widths including removing the excavated material and stacking or spreading the same upto a distance of 1 Km and all lifts as directed, preparing the bed for foundation and necessary safety precautions , keep the trench undisturbed till pipe laying & fixing necessary specials etc complete as per detailed specifications. As directed (Payable measurements with vertical excavation).
26271.04
4889040
186.1
Item No.4 - Excavation for deep trenches for laying rising main in soft strata including trimming to correct line, level and to specified widths including removing the excavated material and stacking or spreading the same upto a distance of 3 Km and all lifts as directed, preparing the bed for foundation and necessary safety precautions , keep the trench undisturbed till pipe laying & fixing necessary specials etc complete as per detailed specifications. As directed (Payable measurements with vertical excavation). With Lead upto 3 km
2919
639406
219.05
Item No. 5 A - Excavation for deep trenches for laying rising main in Hard Rock of any toughness by breaker to correct line and level and to specified width including trimming and levelling the bed as directed, removing the excavated material and sorting, stacking the same upto a distance of 1Km and all lifts as directed, preparing the bed for foundation and keep the trench undisturbed till pipe laying & fixing necessary specials etc complete as per detailed specifications. As Directed. (Payable measurements with vertical excavation)
17946.15
12554226
699.55
Item No. 5 B - Excavation for deep trenches for laying rising main in Hard Rock of any toughness by breaker to correct line and level and to specified width including trimming and levelling the bed as directed, removing the excavated material and sorting, stacking the same upto a distance of 3 km and all lifts as directed, preparing the bed for foundation and keep the trench undisturbed till pipe laying & fixing necessary specials etc complete as per detailed specifications. As Directed. (Payable measurements with vertical excavation)With Lead upto 3 Km
17946.14
13308861
741.6
Item No.6. Providing and laying sand bedding in trenches with sand of approved quality including watering and compaction etc complete as directed.
5974.95
18364307
3073.55
Item No.7 Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete. Note:- H.D.P.E. Pipes shall be as per latest IS Specifications. and Lowering, Laying and Jointing H. D. P. E pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II For all classes. Working Pressure 4Kg./Sq.cm
-
-
-
Working Pressure 4Kg./Sq.cm
-
-
-
200 mm Ø
441
445784
1010.85
225 mm Ø
210
269388
1282.8
250 mm Ø
315
487368
1547.2
280 mm Ø
840
1623006
1932.15
315 mm Ø
1029
2501756
2431.25
355 mm Ø
1512
4605249
3045.8
400 mm Ø
1932
7332809
3795.45
450 mm Ø
420
1978326
4710.3
500 mm Ø
273
1575878
5772.45
630 mm Ø
1050
9504757
9052.15
710 mm Ø
861
9817380
11402.3
800 mm Ø
42
565290
13459.3
900 mm Ø
357
6526049
18280.25
1000 mm Ø
1071
23923034
22337.1
1200 mm Ø
189
6006864
31782.35
Working Pressure 5 Kg./Sq.cm
-
-
-
200 mm Ø
462
567359
1228.05
225 mm Ø
840
1307502
1556.55
250 mm Ø
273
518427
1899
280 mm Ø
336
793632
2362
315 mm Ø
1239
3687883
2976.5
355 mm Ø
294
1099339
3739.25
400 mm Ø
168
781880
4654.05
500 mm Ø
231
1650922
7146.85
560 mm Ø
504
4474688
8878.35
630 mm Ø
525
5903887
11245.5
Working Pressure 6 Kg./Sq.cm
-
-
-
75 mm Ø
26817
7097119
264.65
90 mm Ø
1050
376320
358.4
110 mm Ø
2617
1337287
511
125 mm Ø
3565
2187840
613.7
140 mm Ø
2044
1554359
760.45
160 mm Ø
1122
1094174
975.2
180 mm Ø
1575
1892047
1201.3
Item No.8 - Hydraulic testing of H. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. ( All Class )
-
-
-
75 mm Ø
26.82
213584
7964.5
90 mm Ø
1.05
8540
8134.15
110 mm Ø
2.62
21975
8397.1
125 mm Ø
3.57
30737
8621.9
140 mm Ø
2.04
18975
9283.75
160 mm Ø
1.12
10829
9651.8
180 mm Ø
1.58
15847
10061.9
200 mm Ø
0.9
9494
10513.95
225 mm Ø
1.05
11695
11138.15
250 mm Ø
0.59
6954
11828.1
280 mm Ø
1.18
14985
12742.6
315 mm Ø
2.27
33521
14780.15
355 mm Ø
1.81
32300
17885.3
400 mm Ø
2.1
45606
21717.25
450 mm Ø
0.42
10885
25917.4
500 mm Ø
0.5
15311
30380.25
560 mm Ø
0.5
17075
33879.9
630 mm Ø
1.58
59470
37759.35
710 mm Ø
0.86
37405
43443.9
800 mm Ø
0.04
2126
50642.7
900 mm Ø
0.36
21279
59606.25
1000 mm Ø
1.07
74635
69687.5
1200 mm Ø
0.19
17564
92934.05
Item No.9 -Providing and laying in situ cement concrete of grade M-15 (40 MSA)of trap / granite / gneiss / quartzite / graded metal for foundation and bedding by Batching Plant & Transit Mixer including centering,shuttering, scaffolding, placing, compacting, curing etc. complete with all lifts as directed. b) M-15 (40 MSA) (Cement 5.20 bags/Cum)
1684.74
11612997
6893.05
Item No.10 -Providing and laying in situ cement concrete of grade M-20 of trap / granite / gneiss / quartzite / graded metal for RCC works of abutment, wing walls, returns, transition walls, columns, beams and slabs, diaphram walls, Road slabs trough (Box Culvert) trough for aqueduct, wearing coat, etc. with Batching Plant and Transit mixer including centering, shuttering, scaffolding, placing, compacting, curing etc. complete with aII lift as directed A) In RCC M-20 (20MSA) Cement 6.60 bag/cum
82.09
748320
9115.85
Item No.11 -Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete as directed
19.08
1710217
89634.05
Item No.12 -Providing ,supplying and erecting of Kinetic Double Orifice type Air Valves confirming to IS 14845 as per standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete Kinetic Air Valve Flanged Type - P -1.6
-
-
-
40 mm dia
56
753782
13460.4
50 mm dia
4
54821
13705.3
80 mm dia
4
64229
16057.3
100 mm dia
4
70064
17516.05
Item No.13 -Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached.)
-
-
-
Upto 150
29
184193
6351.5
200 to400
27
200896
7440.6
450 to 900
10
151326
15132.65
1000 to 1200
2
38004
19002
Item No.14 - Providing supplying and erecting of double flange Ductile iron non rising spindle soft seated resilent seated sluice valves in accordance with BS 5163/ EN 1074-1&2 of PN-10/16 rated, with body and bonnet of encapsulated high quality WRAS or DVGW approved wedge nut of brass, shaft of stainless steel EN1.4105, Stainless steel A2, Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour RAL 5017 (suitable for drinking water) to DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Valves should be full bore % 100% tight shut off. Flange drilling as per IS 1538 raised face. Gate valve shall be compatible for buried applications without valve chamber. Manual operation by Handwheel. Operating torque shall be less than that mentioned in EN 1171. Testing shall be as per BS 5163/EN 12266-1&2 / IS 14846.
-
-
-
100 mm dia
310
4460450
14388.55
150 mm dia
26
528093
20311.3
200 mm dia
3
95820
31940.15
250 mm dia
2
110115
55057.85
300 mm dia
1
72610
72610.5
350 mm dia
1
92356
92356.3
400 mm dia
1
119562
119562.5
500 mm dia
1
177450
177450.05
700 mm dia
1
477737
477737.8
Item No.15 - Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of approved make and quality including inspection charges, transportation to departmental stores excluding GST levied by GOI & GOM in all respect etc. and Lowering, laying and fixing in proper alignment and position all types ofC.I.D/F angle type spring loaded pressure relief valves including cost of all material, labour, cost of conveyance from stores to site of work and giving satisfactory hydraulic testing, etc. complete. (For all class of valves.)
-
-
-
Dia. Of pressure relief valve
-
-
-
100 mm dia
18
355634
19757.45
125 mm dia
3
88330
29443.55
150 mm dia
1
33819
33819.8
300 mm dia
3
409360
136453.45
Item No.16 - Laying rubble solling below foundation in layers including filling with rubble chips,murum etc.complete as directed (with available rubble from hard rock excavation)
640.06
356545
557.05
Item No.17 - Full Bore Electromagnetic Flow Meter : Supply , install and comission Electromagnetic Flow Meter (EMF) As per ISO 4064, fornRaw/ Pure water with accuracy +/- 0.5% of measured value & protection as per given specifications for size 100 mm - 1000 mm including sensor, transmitter surge arrester, cable GI duct if suitable size for 25 mtrs built in GSM (with Simcard and its charges valid for 36 months) including the pipe cutting, levelling and instalation of Flow Meter in the pipelines with necassary tool tackles, cranes including 36 months guarantee etc. complete, as may be required at site & based on technical specifications (Annexure-A) attached.
-
-
-
Dia. Of flow meter
-
-
-
300 mm dia
1
224147
224147.8
350 mm dia
1
309816
309816.95
400 mm dia
1
351879
351879
600 mm dia
1
505224
505224.85
1000 mm dia
1
797346
797346.6
Item No.18 - Solar Panel with Battery Designing, Supplying, installing commissioning & testing of photovoltaic solar panel with its charger, MS stand for mounting solar panel so as to have maximum exposure of sunlight for desired location and maintenance free battery with 3 days battery backup with Designing, Supplying, Installing, Commissioning & testing of Flow Control Valve / Pressure reducing valve for inlet with flow measuring, flow controlling, pressure monitering & web based with cable, PLC etc. complete. Hydraulically operated self-actuated Flow & Level Control Valve (either with float or altitude pilot) with downstream orifice having Ductile Iron valve body, Y-Pattern, Double chamber unitized actuator, Fusion bonded Epoxy coating, Copper control tubing, with Latching Solenoid & Pilot operated as per design, additional Speed control feature, drip tight sealing, Iֺn-line serviceable, Internals Stainless steel & protected diaphragm suitable for drinking water WRAS/NSF/DVGW approved.
-
-
-
300 mm dia
1
519854
519854.3
350 mm dia
1
661187
661187.5
400 mm dia
1
861455
861455.35
600 mm dia
2
3449911
1724955.7
Item No.19 - Providing R.C.C .pipe of NP2 class conforming to IS458 2003 of following diameter including cost of all material and labour required, inspection charges, transportation to stores, transit insurance, loading, unloading and stacking excluding GST levied by GOI and GOM in all respect etc. complete as directed.
-
-
-
Dia. Of pipe
-
-
-
1200 mm dia
878
5677148
6466
Item No.20 - Providing and constructing 300 mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour,machinary ,hand packing / wedging stone chips, finishing etc.,complete with lead upto 1km and all lifts as directed.
360
179244
497.9
Item No.21 - Providing and fixing canal information board of 1.2x0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35x35x3 mm with cross bracing of size 25x25x3 mm including painting with one coat of zinc chromate storing primer and two coats each of green/white back ground and back side grey store enamelled bonded with red retro reflective sheet Engineering grade, border/letters/numeral / arrows coated with non pealable crystal clear protective transparent coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of 3.65 m long inflated at bottom drilled on top and painted in white and black bonds of 30 cm with four numbers high strength of G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete in M-15 block of size 60x60x75 cm as directed.
1
7111
7111.55
Item No.22 - Providing and supplying ISI standard specials & fitting suitable for P. C. C. pipes including cost of labour ,materials, and transportation to stores / site, loading and unloading excluding GST levied by GOI & GOM in all respect, complete.
107246.77
17711804
165.15
Item No.23 - Providing & applying Liquid epoxy coating system to the external surface of Rising Main Pipes as per Annex-B of IS 3589:2001, with one coat of Zinc rich epoxy primer (90 % zink (DFT 40 micron , coverage 9 Sqm / lit) and two coats of coal tar epoxy paint (DFT 120 X 2 micron coverage 5 Sqm / Lit / coat) including cleaning the surface to the satisfaction of Engineer in charge by sand blasting / scraping removing oil, grease, other foreign materials including all necessary material , labour with all lifts etc. complete.As directed.
1660.1
1237770
745.6
Item No.24 - Providing & applying Liquid epoxy coating system to the interior surface of Rising Main Pipes as per Annex - B of IS 3589:2001,with one coat of Zinc rich epoxy primer (90% zink ,DFT 40 micron , coverage 9 Sqm / lit) and three coats of coal tar epoxy paint (DFT 120 X 3 micron coverage 5 Sqm/Lit/coat) including cleaning the surface to the satisfaction of Engineer in charge by sand blasting /chemical cleaning / scraping removing oil, grease, other foreign materials including all necessary material, labour with all leads and lifts etc. complete.As directed.
1624.4
1545454
951.4
Item No.25 - Backfilling the trenches using available material from excavation in layers not exceeding 300 mm, each layer shall be compacted by watering and ramming without disturbing the pipe line with excavated stuff , including breaking of clods of soil etc complete as directed. (The backfilling on the two sides of the pipeline should be carried out simultaneously)
44217.19
2272763
51.4
Item No.26 - Backfilling the trenches using borrow material from excavation in layers not exceeding 300 mm, each layer shall be compacted by watering and ramming without disturbing the pipe line with excavated stuff , including breaking of clods of soil etc complete as directed. (The backfilling on the two sides of the pipeline should be carried out simultaneously)
4281.13
868427
202.85
B Maintenance
-
-
-
Item No.27 : To carry out annual maintenance & repairs of minor, sub minors etc. for providing efficient irrigation facilities to WUA after completion of all construction activities & successful testing of all civil works by the contractor etc. complete as per specifications & as directed by Engineer in charge.
-
-
-
1st Year
0.01
1370258
228376333
2nd Year
0.01
1370258
228376333
3rd Year
0.01
1370258
228376333
4th Year
0.01
1370258
228376333
5th Year
0.01
1370258
228376333
Item No. 27 Add 1 % Insuance On WRD CSR Items Item No.6A(i), 7(i),8(ii),9(i),(ii), 10, 16)
1
2352280
2352280
Item No. 28 Add Royalty Charges
-
-
-
2.A) Add Royalty Charges for Murum including 2% surcharge
5974.95
1291664
216.18
2.B) Add Royalty Charges for Sand including 2% surcharge & 10% district mineral foundation cess
795.07
171878
216.18
2.C) Add Royalty Charges for Aggregate including 2% surcharge
1590.15
343757
216.18
2.D) Add Royalty Charges for Rubble including 2% surcharge
748.06
161715
216.18
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