Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Eprocure
Opening Date3 Oct 2024
Closing DateCancelled
Tender Amount₹ 24,75,565
Costs
EMD
₹ 49,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WRDD_761041_1Bid Award Id
ViewTender No
EE(AM)/BER-I/CS/eNIT-11/24-25Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://www.wbwridd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Earth work in filling in trenches after laying pipe lines (PVC, RCC, ACP etc.) with good earth obtained from excavation of field trenches in layers not exceeding 225 mm, including watering and ramming etc. layer by layer complete. (Payment will be made on the basis of measurement of finished quantity of work.)
519.66
34302
66.01
Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)with fine sand (i) For foundation Blocks of Tripod
5.14
4377
851.73
Laying of P.V.C. pipes of different diameters within field trenches in curve / straight line using P.V.C. fittings, viz. Bend, Tee, Reducer etc. and making leak proof joints with couplers after roughening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipes, fittings and solvent cement to be supplied by Deptt.) all complete as per direction of Engineer-in-Charge.
-
-
-
(i) 140 mm OD.
257
2605
10.14
(ii)110 mm OD.
1224
10673
8.72
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. (i) For foundation Blocks of Tripod & ii) For spout Chamber
51.41
16759
326
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.
(a) For works in foundation and upto roof of ground floor/upto 4 m
(i) Tor steel/Mild Steel
(i) For foundation Blocks of Tripod
0.3
16746
55087.2
Ordinary Cement Concrete (mix 1: 1.5 :3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS Codes. i)For foundation Blocks of Tripod
5.55
32831
5920.34
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. A) pakur variety
(i) For foundation Blocks of Tripod
4.1
22874
5578.09
Brick work in cement mortar (1 : 6) with first class kiln burnt bricks including racking out joints, scaffolding and other incidental works etc. complete in foundation and plinth.
(a) In foundation and plinth
1.15
5603
4883.05
Brick work in cement mortar (1 : 6) with first class kiln burnt bricks including racking out joints, scaffolding and other incidental works etc. complete in foundation and plinth.
(a) In Superstructure
5.62
28700
5106.05
12.5 cm. thick 1st class brickwork in cement mortar (1 : 4) in ground floor including, scaffolding, racking out joints etc. complete.
8.1
5423
669.53
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(When the height of a particular floor is more than 4 m. the equivalent floor ht. shall be taken as 4 m. and extra for works beyond the initial 4 m. ht. shall be allowed under 16 (c) for every 4 m. or part thereof.)
(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge(i) For foundation Blocks of Tripod
43.99
14516
330
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar
including rounding off or chamfering corners as directed and
raking out joints including throating, nosing and drip course,
scaffolding/staging where necessary (Ground floor).[Excluding
cost of chipping over concrete surface](i) With 1:6 cement mortar-(c) 15 mm thick plaster-Outside
92.52
12911
139.55
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
92.52
3030
32.75
Earthwork in filling in foundation trenches or plinth with good earth, in layers not exceeding 150mm. Including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work).
a) With earth obtained from excavation of foundation.
10.34
801
77.54
Labour charges for fitting, fixing110 mm. Dia. Alfa-AIfa valve with 140mm. dia. P.V.C. riser pipe with the help of flanged P.V.C. tail-piece by joining the P.V.C. End of Tail-piece and riser pipe with coupler and flanged end of Tail-piece and Alfa-Alfa valve with rubber insertion, nuts and bolts etc. complete.
9
975
108.44
Erection, fitting, fixing of set of M S Tripod inlet and outlet pipe fittings for MDTW / MINI RLI Scheme.(Rate inclusive of transportation from departmental store to work site).
1
12466
12466.74
Labour charges for fitting and fixing and laying , where necessary of fowlling M.S/G.I. /E.R.W pipes and accessories (to be supplied deparmentally) including transportation of the same cutting, threading, jointing & making leak proof threaded / flanged joints at site, by using scoket/ rubber insertion, nuts and bolts etc., maintaing the proper alignment and level / all complete / as per direction of E-I-C. (i)(a) 150 mm. dia. ERW pipe.
48
6472
134.84
(i)(b) 100 mm dia. NB ERW/MS Pipese
24
1980
82.51
Labour charges for fitting & fixing of 150 & 100 mm dia Sluice Valve.
4
218
54.69
Supplying, fitting and fixing including transportation of sign board for identifing the exact location of MINI RLI scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm × 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) including cutting, welding and writting of both sides of Sign board. Base - Yellow, and ward Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soiling. This will include one materials and labour complete as per drawing and direction of EIC.
1
3677
3677.51
b) Testing of pipe line system against leakages by filling the distribution chamber with water and supplying water through the entirepipe line net work for at least 4 (four) hour by running the departmental Deasel Engine pumping set, including supplying necessary fuels & lubricants and hiring and transporting tools and plants all complete as per direction of Engineer-in-Charge.
iii) For Mini R.L.I
1
2494
2494.1
Considering 4 % Carriage exceptinf earthwork in excavation and filling
205338.49
8213
0.04
Considering GST @ 18% (payble on actual mesurement of work and abstract of cost and as per Govt. Rule at the time of payment).
312927.85
56327
0.18
Considering Construction Labour Welfare Cess @ 1% after considering GST (payble on actual mesurement of work and abstract of cost and as per Govt. Rule at the time of payment).
369254.86
3692
0.01
Procurement of Materials
-
-
-
140 mm. dia P.V.C. pipe Class- I 140(with a loose matching coupler,class-II) marking IS No. 4985/ 1988 with latest amendments with free solvent cement.
252
73836
293
110 mm. dia P.V.C. pipe Class- I (with a loose matching coupler,class-II) marking IS No. 4985/ 1988 with latest amendments with free solvent cement.
1200
223200
186
110 mm. dia P.V.C. pipe class-II ( with a loose matching coupler,class-II) marking IS No. 4985/ 1988 with latest amending with free solvent cement.
9
2556
284
Coupler(Cl-II) for 140 mm. dia P.V.C. pipe ( extra) I.S. 10124/1988, Part- II with free solvent cement.
6
780
130
Coupler(Cl-II) for 110 mm. dia P.V.C. pipe ( extra) I.S. 10124/1988, Part- II with free solvent cement.
30
2010
67
110x110x 110 M. P.V.C. Tee ISI marked, with free solvent cement.
9
3123
347
140x140x 140 M. P.V.C. Tee ISI marked, with free solvent cement.
2
1424
712
140 x 110 Reducer(cl-II) ISI marked with free solvent cement.
4
1132
283
140 mm. dia 900 bend (cl-II) ( IS. No. 10124/ 88 Part- 8 with latest amendment ) ISI marked,IS10124
2
1294
647
110 mm. dia 600 bend(cl-II) ( IS. No. 10124/ 88 Part- 8 with latest amendment ) ISI marked,IS10124
6
2268
378
110 mm. dia 900 bend(cl-II) ( IS. No. 10124/ 88 Part- 8 with latest amendment ) ISI marked,IS10124
17
6426
378
140 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap.
1
330
330
110 mm.dia IS.NO.10124/88 Part-4 with latest amendment.PVC End Cap.(Cl-III)
2
460
230
110 mm. dia ( IS. No 10124/88 Part- 6 with latest amendment) F.T.P With metal flange .(Cl-II)
9
2790
310
140 mm. dia ( IS. No 10124/88 Part- 6 with latest amendment) F.T.P With metal flange .(Cl-II)
2
924
462
Solvent cement extra (Medium duty)
3
1275
425
GI. Tripod set for Mini RLI
1
202000
202000
150 mm dia G.I. E.R.W. Pipe with flange as per IS 1239 (Part-I)/2004 & 6392/1971, table 17 Specification.
48
182400
3800
100 mm dia G.I E.R.W. Pipe with flange as per IS 1239 (Part-I)/2004 & 6392/1971, table 17 Specification.
24
59376
2474
150 mm. dia I.S.I. 14846/2000 Amd No. 1&2 mark and specification PN- 1.6 sluice valve .
2
19900
9950
100 mm dia C.I. Sluice Valve I.S.I. 14846/2000 Amd No. 1&2 mark and specification PN- 1.6 sluice valve .
2
12600
6300
Ф100 mm NTP /Alfa-Alfa Valve as per technical specification
9
29700
3300
80X65mm M.S. flanged reducer
2
598
299
100X80mm M.S. flanged reducer
2
3712
1856
M.S Foundation Bolt for Pump motor sets (1.1kg each)
8
2000
250
M.S Foundation Bolt for distribution chamber (1.1kg each)
14
3500
250
Supply of 150mm dia. G.I 90 Degree MS bend both end flanged conforming to IS 1239(Part-2)/2011and Galvanization as per IS 4736 with latest amendments thereof (4.8mm thick wall thickness)
4
32700
8175
Nuts & Bolts IS: 1363 (Part 1 & 3) /1992 of Product Grade-C. (ii)M-20 X 100 mm
9
1800
200
(iii)M-16 X 65 mm
52
10400
200
(iv)M-16 X 80 mm
6
1200
200
(v)M-16 X 50 mm
10
2000
200
Foot valve leather washer 100mm dia
2
400
200
Compresed Asbestos fibre jointing for Quadruped & Tripod set( for raised surface of Flange as per IS-6392) 300mm.dia(Table-5)
2
1664
832
Rubber Insertion I.S. 638/79 with latest amendment sheet 5 mm. 2 Ply. ( for raised surface of Flange as per IS-6392) (i) 150 m dia Ruber Insertion(Table-17)
18
3420
190
(ii)150 m dia Ruber Insertion(Table-5)
8
1912
239
(iii)100 m dia Ruber Insertion(Table-17)
21
1575
75
(iv)80 m dia Ruber Insertion (Table-17)
11
715
65
ELECTRICAL ACCESSORIES ( Pump motor , Pump controller etc are included in the component of Solar pumping system) (i)3C X 4 sqmm copper cable conforming to IS 694 [Busbar to 32 A, TP Main switch and 32 A TP switch to Motor starter]
3
717
239
(ii) 2 X 3C X 2.5 sqmm copper cable conforming to IS 694 in 25 mm GI conduit (ISI-Medium quality)[ Star-Delta Motor starter to Motor]
10
3260
326
Installation of Solar Pumping System with 2 nos 5HP Surface Pump
-
-
-
Solar Module: Supply , transpot , installation and commissioning of ISI marked Solar Modules as per following specification: 1. Cell : Indigenous mono crystalline silicon SPV cells 2. Solar Module : Monocrystalline cell with PERC technology / module with bifacial cell . 3. Standards ISI marked as per IS 14286 and having certification of IEC 61853(1), 61730(1&2), 61710. 4. Modules must qualify to IS 170210 (Part 1) 5. Min. Efficiency : 19.5% . 6. Fill factor : More than 75% . 7. Module wattage mismatch in the SPV array within + 3% 8. Wattage output warranty : should not be less than 90% at the end of 10 years and 80% at the end of 25 years . 9 . The power output of individual PV modules used in the PV array , under STC : minimum 300 Wp , Necessary test certificates also to be supplied . For detail information please see CI. no 2.1 of technical specification . (d) For 5 HP Off-grid /On-grid Solar Water Pumping System with Monocrystalline/ Monocrystalline PERC/ Bifacial SPV modules(5400-5800)Wp - 5400 WP. (2X 6X540 +2 X 4X 540 Wp)
10800
348732
32.29
Module Mounting Structure ( For 1HP, 2HP, 3HP and 5HP Solar Water Pumping System): Supply, transportation & installation of G.I Manual tracking structure made of MS hollow ecuons. pipes. plates, angles etc as per IS 4923,1161/1239, 1079/2062, to hold min 300 Wp SPV Module as per or awing and specification of MNRE. The steel structure is to be protected with minimum 80 micron galvanisation(hot dip) and provided with dual axis manual tracking arrangement three times in a day and seasonal tilting are to be regulated to face the sun optimally. The weight of the Module Mounting Structure holding 4 Modules should not be less than 280Kgs, holding 6 Modules
1260
197820
157
Power conditioning unit with enclosure :
Supply,transport,installation and commissioning of Solar Power conditioning Unit consisting of following components and features:-
1)VariablefrequencyDrive with inbuilt MPPT,voltage range suitablefor operating pump-motorset of1HP to 20HP,detail mentioned in cl 6.1
2) Power input :DC source for 1HP, 2HP and 3HP.
3) Power input : AC / DC source or hybrid for 5HP and above.
4)Incomer: DC MCB 2 Pole16 amp upto 5.0 HP,,25 amp for 7.5HPand10HP,40amp for15 to 20HPas per IS/IEC60947-2
5) Incomer:AC MCB 4 pole16amp for5.0 HP,25 amp for 7.5HPand10HP,40 amp for 15 to 20 HP as per IS/IEC60947-
6) Type II DC SPD of 40 KA.
7)Type II AC SPD of 40 KA for AC/ DC or Hybrid input.
8) Dual input (solar/Grid) 25amp changeover switch for 5HP and 7.5 HP, 40 amp for 10 HP, 63 amp for 15 to 20 HP
9) Reverse protection diode 1600 VDC with heat sink.
10) Data Logger.
11) Remote monitoring system.
12) Should have built –in EMC filters
13) IP 65 glands for cable in and out.
14) Min. IP 54 enclosure. For detail features, protections, RMS,Communication architecture, Security,Data storage, tolerance of various parameters,standards to be qualified, etc.Please refer to Cl 6.1 of technical qualification.
Ref:Revised Schedule of Chief Engineer-II, WRDD, Ch-12, pg no:2,Sl No:3(d) d) For 5 HP capacity Pump-motor set with DC input
2
113764
56882
Cable and Accessories:
Supplying, fitting and fixings of UV rated Copper Cable laid inside HDPE conduit and other accessories as per followings with necessary connection with the Solar PV Module, MPPT etc.
i. 4.0 Sq mm single core multi studs - 5 m (for 1/2/3 hp) & 20 m (for 5/7.5/10/15/17.5/20 hp)
ii. Lugs, HDPE Pipe, Flexible Pipe, Saddle, Cable tie etc
Ref:Revised Schedule of Chief Engineer-II, WRDD, Ch-12, pg no:,Sl No:4(b) (B) For 5 HP Per Structure
4
13736
3434
Earthing: Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. 5 & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below: By lSI-Medium GI pipe including excavation of soil for installation of Earth Electrode and filling & ramming and connecting to individual structure to earth electrode including S&F 20 mm x 3 mm galvanised (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc.
Ref:Revised Schedule of Chief Engineer-II, WRDD, Ch-12, pg no:3,Sl No:5
4
10644
2661
Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of 8 swg on wall/floor with staples buried inside wall/floor as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages
80
1040
13
Lighting System at Scheme: (with lighting Pole) : Dusk to dawn lighting arrangement of at 4 mtre height above ground Level with Hot Dip Galvanized 80mmx50mm,medium duty pipe, with 12 V, 15Ah 2-in-1 Lithium ion/ Ferro- Phosphate battery with in-built 7-11 watt LED lamp, 50 Wp solar panel (Minimum 19 % Efficiency) to cover the scheme area. The lighting system should be warranted for 5 years from the date of installation.
1
19030
19030
b) Lightning protection (Pole mounted): Lightning protection with 3" X 1.5" G.I pipe of 6m + 1 m height with base flange in proper RCC foundation and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire and 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc. Earthing with 65 mm dia GI pipe (Medium) 3.0 Mts. long and 1 x 19/10 stranded GI (Hot Dip) wire (4 Mts. long), 20 mm dia x 125 mm long galvanized bolt, double nuts, double washers including socketing at both ends of stranded GI (Hot Dip) wire by crimping sockets/ thimbles and S & F 65 mm dia GI pipe (ISI-Medium) protection (3 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level to an average depth of 3.65 Mts. including connection to earth electrodes with 25 X 6mm G.I strip. (Provision of one lightning protection for each scheme as per drawing)
2
21366
10683
Supply and installation of 3 phase AC electromotorpump-motor set with speed of 3000r.p.m (synchronous speed) suitable for Solar applications and shall have 60 months guarantee for the following conditions including loading,unloading, transportationetc.:-(Refer technical specification for more detail)
d) 5 HP ISI marked 3 phase 415 V Pump-Motor set having discharge at required head as below:-
i) Monoblock Surface Pump-motor set ISI marked as per IS: 9079 for mini RLI scheme with discharge of 13.8 LPS at 18 mts. total head with 100 mm dia. reinforced PVC suction pipe (20 m) and delivery pipe (10 m), foot valve, nipple, priming bend, Cable and all other required accessories to complete connection of suction and delivery side.
2
124812
62406
Testing and commissioning of scheme after completion of all work
2
4000
2000
Comprehensive maintenance charges for 5 Years (which cover monthly inspection, Yearly training to WUA, to attend breakdown within 3 days and to keep the scheme in operation without lapse of time)
For 5 HP both for Submersible & Surface pump
Note: Total comprehensive maintenance charge is to be withheld in addition to Comprehensive maintenance charges will be released @ Rs. 0.60 per Wp per year at the end of each maintenance period i.e.at the end of 1st year,2nd year, 3rd year, 4th year, 5th year. In case the "Bidder" does not provide service during the warranty & comprehensive maintenance period, the amount so held up will be forfeited.
10800
32400
3
Remote monitoring for 5 years : Provision for remote monitoring for the pumps must be made in the pump controller through an integral arrangement having following basic functions:a.Controller must be assigned with a unique serial number and its live statusmust be observed remotely on online portal through login credentials.b.Live statusmust indicate whether controller is ON/OFF.The parameters i.e.the water output,water flow rate,in fault condition,array input voltage/current,powerand motor frequency should at logged at an interval of 10 minutes c.Controller must have abackup tostore thedata locally(at least for1year),D.supply& installation of GSM/GPRS based DataTransmitteror Modem and to provide remote monitoring service to transmit the parameters tocentral server from the solar pumping system with time stamp at user-defined interval and report generation at the buyer end.
2
43700
21850
Insurance @ 2% for Item No. 1, 4, 8, and 10 for a period of 5 years Note:2
Ist year's Insurance charge is to be paid on production of Original Receipt of premium payment. Remaining 4 years Insurance payment is to be withheld which will be released during 2nd, 3rd , 4th & 5th year on production of Original Receipt of premium payment
0.02
12126
606338
b) Supply fitting and fixing of Hot dip Galvanised ( min 80 micron) / Powder Coat painted / Galvanised M.S Kiosk Box of 800(L) X 500(W) X 650(H) and total height with legs is 950mm (above ground) including foundation(as per drawing) for mounting of motor-pump set including transportation, - For 5 HP surface
2
28314
14157
Considering GST @ 18% (payble on actual mesurement of work and abstract of cost and as per Govt. Rule at the time of payment).
0.18
174867
971484.76
Considering Construction Labour Welfare Cess @ 1% after considering GST (payble on actual mesurement of work and abstract of cost and as per Govt. Rule at the time of payment).
0.01
11463
1146352.02
Performaing activities for institutional development by formation and subsequent strengthening of registered WUA through creation of mass awarness and capacity building among them to achieve success ans sustainability of Debaipur-I Mini Solar RLI Scheme
-
-
-
Campaigning in the command area of Midi RLI sub project by community workers for mass awarness, capacity building to achieve sustainability of sub project. Cost include wages payment to community workers, transportation, leaflet etc.
2
5200
2600
Demarcation of command area, selection of beneficiaries and preparation of land schedule within the command area of one Midi RLI having CCA 20 Ha
1
3500
3500
Meeting cost for WUA formation, cost including refreshment, training materials, transport local conveyance, wage payment to community worker, remuneration to resource person and incidental charges.
1
3000
3000
Registration cost for WUA under suitable act (society) deed writing including registration charge, conveyance cost & opening of Bank A/C etc.
1
1200
1200
Livelyhood plan/ micro plan formulation cost for minor irrigation scheme, cost including refreshment, training materials, transport local conveyance, wage payment to community worker, remuneration to resource person and incidental charges ( rate on meeting)
4
12000
3000
Meeting and onsite demonstration for operation & maintenance of one Midi RLI Scheme, water management and mode of collection of water tax, building of corpus fund etc.
2
6000
3000
IEC materials (leaflet, poster, note book)= 8 meetings, for SL-2 and SL-4
55
1925
35
Documents cost for activities of WUA scheme by still photography, report booklet etc in both hard and soft copy.
1
1000
1000
Impact & monitoring of scheme by site visit of 2 community workers during 3 years' period
8
9600
1200
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