Drinking Water And Sanitation Department Tender
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Costs
EMD
₹ 1,02,800Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_DWSD_99254_1Tender No
DWSD/PKR/352024-25Tender Authority
Drinking Water And Sanitation Department ViewPurchaser Address
-Website
http://https://jalshakti-ddws.gov.in/
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Documents
BOQ Items
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Supplying all tools, tackles & lowering of 200 mm dia MS ERW casing pipe of 6mm wall thickness including welding charges, cost of pipe etc. all complete job. (DWSD Item 120)
54
1760
95040
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Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job. (DWSD Item 120 B)
3
242
726
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Carrying out recuperation/Yield Test for ascertaining the discharge of constructed well/ excavated profile as directed by the IEC. The test out by the drawing down water from the well/ profile below normal/subsoil water level up to full depth rise is recorded the normal water level/subsoil water level in the well / profile as well as strainer/level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, over Load , Labours etc. complete as directed.
3
1865
5595
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Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump
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Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories.
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SPV arrays contains specified No of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual PV modules should be minimum 200 watt peak.
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i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
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ii) All external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required.
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iii) The PV modules should be mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h.
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iv) The module mounting structure should be hot dip galvanized according to IS 4759.
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v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
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vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)
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vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
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viii) The suction/delivery pipe shall be UPVC / H.D.P.E. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg/Sq cm- PE 100 grade for pump up to 3HP & 10 Kg/Sq cm- PE 100 grade for 5 HP.
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ix) All cable used shall be as per IS 694. Suitable size of cable shall be used in sufficient length for inter connection between the SPV array to SPV controller and SPV controller to solar power pump. Provision of cable shall be as per IS 14536.
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x) The motor pump set should have a 5 years warranty.
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xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)
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xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
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xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.
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xiv) With third party inspection before dispatch.
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xv) Provision for web based remote monitoring of the pumps to be installed must be made through the inbuilt controllers . It should be possible to ascertain the daily water output, the power generated by PV Array ,the Up and down time of the pump during the year, number of days the pump was unused or under breakdown repairs.
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The following details should be marked indelibly on the motor pump set
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a) Name of the Manufacturer or Distinctive Logo.
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b) Model Number.
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c) Serial Number.
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Solar submersible motor pump (SPV DC Type)
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i) 2 HP (DC Pump) with 1800 wp minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 100 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE)
13
170820
2220660
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Provision of solar night lamp.
13
1000
13000
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Information Board
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information board
Providing structural steel work in trusses other similar trussed purline and members with bracing gusset plates etc as per detailed design and drawing or as directed and fixing in position making reverted boiled weided connections one coat of anticorrosive paint over it two coals of oil painting etc.
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(1)Square Tube
25mmx25mmx2mm thick
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2Nosx1.50m=3.00mx1.96kg/m=5.94 kg
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(2)Square Tube
25mmx25mmx2mm thick
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3Nosx1.20m=3.60mx1.98kg/m=7.13kg
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(3) M.S Sheet 1mm thick
1nosx1.50x1.20m=180m2
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1.80m2x7.85kg/m2 =14.13kg
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Total=27.20 kg
353.6
95
33705.15
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Materials and labour for vinyl painting of matter given by department in different color (Asper market Rate)
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1nosx2.10mx0.60m=1.26m2
13
2000
26000
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Rising & Delivery Pipe line Arrangement
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Earth work in excavation (As per I.S. 3114) 1965 for laying of different sizes of pipe so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification & direction E/I. Soil Item “B”
35.1
150
5275.18
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Earth work in back filling in the trenches after laying different sizes of pipe with earth removed during excavation lead & left as per specification & direction E/I. 85% Of E/W Excavation
29.84
93
2802.4
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Laying of G.I. pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction or Engineer-in-charge.
195
21
4223.7
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Supplying labours and tools for fixing G.I pipe with red lead and yarm of folloing nominal bore with screwed socketted joints on wall, celling and floor including supplying and fitting of wall hooks or pipe clamps wooden pluge, cutting to size and threading ends if required etc all complete as per specification and direction E/I.
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32 mm dia 06.00 m
65
79
5146.05
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Cost of GI Pipe (Tata or equivalent ) Medium Quality as per IS: 1239
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32 mm dia 06.00 m
65
244
15892.5
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25 mm dia 06.00 m
65
205
13338
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Supplying and fixing GI fittings approved make (Conforming to I.S 1879) all complete as per specification and direction of E/I
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(i) Elbow
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32 mm dia 04 Nos
52
175
9144.72
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(ii) Tee (Plain)
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20 mm dia -- 06 nos
78
107
8369.4
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(iii) Nipple
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20 mm dia --- 05 nos
65
93
6096.35
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(iv) Union Socket
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32 mm dia -- 02 nos
26
243
6334.12
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25 mm dia -- 02 nos
26
179
4662.32
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20 mm dia -- 02 nos
26
126
3293.42
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(v) Socket
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-
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32 mm dia -- 04 nos
52
153
7961.2
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25 mm dia -- 02 nos
26
122
3193.32
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20 mm dia -- 06 nos
78
89
6948.24
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(vi) Reducer Socket
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25 mm dia-- 02 Nos
26
100
2616.38
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22 mm dia-- 04 Nos
52
83
4362.28
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Providing and fixing brass/ C.I stop cock of approved quality all compelte as per specifation and direction of E/I
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15 mm dia -- 04 nos
52
282
14679.08
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Providing and fixin gun metal full way valve of approved quality all complete as per specifation and direction of E/I
25 mm dia-- 01 Nos
13
586
7624.11
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Constructoin of Soak Pit for recharging of water
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Earth work in excavation foundation in ordinary soil and disposal of excavated earth as obtained to a distance upto 50m. Including roots of trees shurbs all complete as per approved design, building specification and direction of E/I (5.1.1)
40.43
151
6138.08
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Providing coarse clean sand in filling in foundation trenches and in plinth including ramming and watering in layers not exceed 150mm thick with all lead and lift including cost of materials labours royalty and taxes all complete as per building specification and direction. (5.1.10)
14.95
589
8813.17
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Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. ( 5.6.1)
25.52
356
9098.03
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Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position,vibrating,curing,taxes and royalty all complete as per building specification direction of E/I. BCD-5.3.1.2
2.04
4598
9384.99
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Providing 250 mm thick brick jali work in C.M (1:8) in foundation with designation 75 A brick and approved quality of clean coarse sand finihed with deep ruled pointing in C.M (1:3) etc all complete job. ( analysed 5.2.25)
68.89
1309
90192.37
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Providing designation 75A brick work in C.M (1:6) in foundation and plinth with approved quality sand of F.M 2.5 including cost of screening racking out joints to 15mm depth curing royalty and taxes etc all complete job as per specification and direction of E/I.(5.2.3)
Bottom of Brick jali
3.82
5439
20791.11
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Providing following materials as filter media in the pit of approved quality & size in layers as per drawing and direction of engineer in charge all complete job with all taxes and royalty
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(a) Aggregates (63mm to 45mm) (M-008) S.N-08
3.12
945
2948.4
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(b) Aggregates (53mm to 22.4mm) (M-007) S.N-07
3.12
1020
3182.4
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(c) Aggregates (10mm to 5 mm) (M-010) S.N-10
3.12
991
3091.92
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( c) Coarse sand (M-001))
3.12
393
1226.16
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Providing precast R.C.C M- 200 with Nominal mix (1:1.5:3) slab of desired size with approved quality of stone chips & clean coarse sand with all complete job.(5.3.4)
2.3
5247
12074.82
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Providing for Tor Toteinforcement as per approved design & drawing excluding carriage to work site including cutting bending binding etc all complete job. (5.5.4)
161.07
83
13418.74
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Providing 12mm cement plaster (1:6) with approved quality of clean coarse sand of F.M 1.5 including screening curing with all leads & lift of water scaffolding taxes & royalty all complete as per building specification and direction of E/I (5.7.3)
21.45
165
3556.41
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Providing, fitting and fixing suitable M.S grating wt. not less than 1.25 kg at inlet of soak pit & cleaning of site for execution of work as per direction of E/I.
13
100
1300
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Supplying all materials, Labour, equipments for constructing P.C.C drain as per unicef design etc. all complete including carrige of materials (Base rate)
39
491
19176.3
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Carriage of following materials to work site (avg lead) including loading unloading and taking etc. all complete as per building specification and direction of E/I
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-
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Brick (6km lead)
9347
-
5327.79
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Sand (36km lead)
19.37
611
11835.84
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Stone Chips (11 km lead)
3.77
291
1097.22
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Cement (5 km lead)
3.12
156
488.06
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Steel reinforcement (5km lead)
0.13
156
20.34
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Platform near Tank
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Earth work in excavation in foundation trenches in hard soil vide classification item-B and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specifications and direction of E/I.
For Platform
11.7
167
1957.76
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Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours , royalty and taxes all complete as per building specification and direction of E/I.(mode of measurement compacted volume)
For Plat Form
3.51
589
2069.18
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Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.
For Plat Form
46.8
356
16685.14
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Providing P C C M-150 in nominal mix of (1:2:4)in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing cement concrete in mixer and placing in position ,vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.
7.31
4598
33624.56
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Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5 mm thick cement punning over it including screening, curing, with all leads and lifts of water, taxes and royalty all complete as per building specification an direction of E/I.
97.5
235
22915.42
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Carriage of following materials to work site (avg lead) including loading unloading and taking etc. all complete as per building specification and direction of E/I
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-
-
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Brick (6km lead)
8476
-
4831.32
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Sand (36km lead)
14.95
611
9135.05
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Stone Chips (11 km lead)
6.63
291
1929.6
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Cement (5 km lead)
2.86
156
447.39
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Brick Masonry Bore well Protection Chamber
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-
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Earth work in excavation in foundation trenches in hard soil vide classification item-B and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specifications and direction of E/I.
For Platform
3.12
167
522.07
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Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours , royalty and taxes all complete as per building specification and direction of E/I.(mode of measurement compacted volume)
For Plat Form
2.34
5439
12729.25
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Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.
For Plat Form
0.88
4598
4064.84
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Providing P C C M-150 in nominal mix of (1:2:4)in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing cement concrete in mixer and placing in position ,vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.
123.5
82
10138.12
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Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5 mm thick cement punning over it including screening, curing, with all leads and lifts of water, taxes and royalty all complete as per building specification an direction of E/I.
37.44
165
6207.55
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Carriage of following materials to work site (avg lead) including loading unloading and taking etc. all complete as per building specification and direction of E/I
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-
-
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Brick (6km lead)
7917
-
4512.69
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Sand (36km lead)
7.93
611
4845.55
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Stone Chips (11 km lead)
0.78
291
227.01
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Cement (5 km lead)
1.69
156
264.37
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Steel reinforcement (5km lead)
1.24
156
193.19
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OPERATION AND MAINTENANCE
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-
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Hence O & M Cost for 1st year (Excluding Repair Charges)
13
9000
117000
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O & M cost for 2nd Year = O & M for 1st Yr + 6% of O&M for 1st Year + Annual repairing Charges
13
9564
124337.46
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O & M cost for 3rd Year =1.06 x 2st year
13
10138
131797.7
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O & M cost for 4th Year =1.06 x 3rd year
13
10746
139705.57
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O & M cost for 5th Year =1.06 x 4th year
13
11391
148087.9
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Provision of one no SIM card & its recharging cost for RMC 800 Per Year (5 Year)
13
4000
52000
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Add 18% GST
1
775950
775950.08
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Add 1% Labour Cess
1
50867
50867.84
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