Drinking Water And Sanitation Department Tender
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Costs
EMD
₹ 92,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DWSD_87557_1Bid Award Id
ViewTender No
01/2024-25(2nd Call)Tender Authority
Drinking Water And Sanitation Department ViewPurchaser Address
-Website
http://https://jalshakti-ddws.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Supplying labour and equipment for digging well vide classfication of soil item-C including removing the spoils to a safe distance upto 50m from the edge of the well all complete as per specification and direction of E/I.
-
-
-
(a) E/W 03 to 04 metre depth below G.L
28.3
17780
628.38
(b) E/W 04 to 05 metre depth below G.L item no. 3.1.67
24.65
17120
694.58
(c) E/W 05 to 06 metre depth below G.L
21.25
16169
760.78
(d) E/W 06 to 07 metre depth below G.L
18.11
14976
826.98
(e) E/W 07 to 08 metre depth below G.L
15.22
13591
893.18
(f) E/W 08 to 09 metre depth below G.L
12.58
12065
959.38
Supplying materials and labour for providing R.C.C well curb (1:2:4) including centering and shuttering but excluding the cost of reinforcement all complete job as per specification and direction of E/I.
-
-
-
R.C.C. Well Curb
1.01
5409
5355.59
Providing rough dressed stone masonary in CM (1:6) in staining wall and in the parapet and well around in the platform including shuttering scaffolding if needed and providing adequate number of weep holes from bottem up to 4.5 M GL etc. all complete as per specification & direction of E/I.
-
-
-
In Staining Wall
35.33
97455
2758.43
In Parapet
2.42
6650
2744.71
In Platform outer side wall
1.93
5297
2744.71
Extra for each additional lift of 1m over the initial lift of 3m for masonry work.
-
-
-
In Staining Wall (3-4m)
4.04
91
22.54
In Staining Wall (4-5m)
4.04
182
45.08
In Staining Wall (5-6m)
4.04
273
67.62
In Staining Wall (6-7m)
4.04
364
90.16
In Staining Wall (7-8m)
4.04
455
112.7
In Staining Wall (8-9m)
4.04
546
135.24
Supplying materials and labour fixing 20 mm dia M.S. bar steps in staining wall of 0.3 M interval and fixed with (1:2:4) P.C.C including scaffolding and curing etc. all complete job as per specification & direction of E/I.
16
3391
211.94
Providing P.C.C M150 with nominal mix of (1:2:4) in foundation and plinth with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, striking, curing, taxes and royalty but excluding the cost of M.S reinforcemet all complete as per specification & direction of E/I.
-
-
-
In Plateform
1.12
5159
4598.23
Providing R.C.C M20 with nominal mix of (1:1.5:3) in beam of well with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, striking, curing, taxes and royalty but excluding the cost of M.S reinforcemet all complete as per specification & direction of E/I.
-
-
-
BEAM
0.28
1471
5218
Providing R.C.C M20 with nominal mix of (1:1.5:3) in roof slab of well with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, striking, curing, taxes and royalty but excluding the cost of M.S reinforcemet all complete as per specification & direction of E/I.
1.11
5798
5218
Providing 12 mm thick cement plaster (1:4) with neat cement punning including scaffolding, curing with all leads & lifts of water, taxes & royalty ll complete as per specification & direction of E/I.
52.44
11982
228.49
Providing 8 mm dia to 16 mm diaTor steel reinforcement (Fe 500 grade) of TATA or SAIL or Jindal Make as per approved design and drawing including all labour, materials, taxes etc but excluding cost of carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per specification & direction of E/I.
190
15365
80.87
Supplying equipments and labour for desilting the well complete as per specification & direction of E/I.
1
1578
1578
Supplying equipment and labour for back filling the excavated earth around staing well ll complete as per specification & direction of E/I.
152.73
14345
93.93
Supplying equipment and labour for dewatering including supplying diesel pump set as per requirement and its fuel etc complete as per specification & direction of E/I. 2.0 HP x 8 Hour x 11 days =176
176
7612
43.25
Carriage of Materials
-
-
-
a) Stone Boulder lead- 11 Km (Pakka 1km Kutcha-10km)
63.93
35535
555.85
b) Sand lead -25Km(Pakka 15 km Kutcha-10km)
29.87
19146
641
c) Ston Chips lead - 30Km(Pakka 20 km Kutcha-10km)
3.1
2187
705.8
d) Steel lead - 20 Km(Pakka 10km Kutcha-10km)
0.19
105
556
e) Cement lead - 20 Km(Pakka 10km Kutcha-10km)
8.2
4559
556
Construction RCC Foundation for Steel structure staging & Solar panel .
-
-
-
Earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m ,including all lifts, levelling ,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design ,building specification and direction of E/I(vide classification of soil item -B)
8.76
1465
167.33
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 ,labour ,royalty and taxes all complete as per building specification and direction of E/I(Mode of measurement compacted volume)
0.52
308
589.51
Providing designation 75 A 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
6.05
2156
356.52
Providing nominal mix PCC M-150 of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I
0.75
3425
4598.23
Providing RCC M-20 in nominal mix of (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I.
-
-
-
(a)Foundation for Steel structure staging
-
-
-
Footing and Vertical Pedestal
-
-
-
Raft
2.36
11724
4961.73
Column
0.74
4402
5989.72
Tie Beam
0.39
2335
5989.72
(b)Foundation for Solar panel
-
-
-
Footing
0.2
1002
4961.73
Vertical Pedestal
0.12
730
5989.72
Providing for steel reinforcement as per approved design and drawing excluding carriage of T.S. bar to work site cutting, bending with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/I.
0.36
29554
82096.54
Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.
1
5710
5710.84
Galvanized tubular Steel structure staging for HDPE water storage Tank& Solar Panel
-
-
-
Providing structural steel galvanised squre pipe section work in trusses, other similar trussed purlins and members with all bracing ,gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge ,including cutting fabricating ,hoisting , erecting and fixing in position , making riveted/bolted /welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns (Net wt. of components to be Galv) preferably TATA structural section etc complete.
1571.77
163998
104.34
Information board for IEC
-
-
-
Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete
27.2
2592
95.32
Materials and labour for vinyl painting of matter given by department in different color
1.26
2520
2000
Carriage of Steel Structure due to hilly & unapprocheble Habitation
1
16911
16911.07
Installation of 5000 liters Capacity Water Storage Tank
-
-
-
Providing and fixing HDPE container Syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 5000.00 litres Capacity Water storage Tank
5000
38750
7.75
Transportation Charge
1
1000
1000
Lifting of 5000 Litrs Capacity Tank up to 6.00m height with lifting tools with rope and labour
1
500
500
Making hole in Tank
4
100
25
Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
4
634
158.59
Rising and Distribution Network with House Connection up to 25 Nos. including Platform & Stand post
-
-
-
Earth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I.
116.5
17508
150.29
Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete
4.5
4301
955.89
Providing PCC M-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I. for construction of road cutting portion-
4.5
22327
4961.73
Rising Main
-
-
-
Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler),
-
-
-
50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe
30
4710
157
Distribution
-
-
-
Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties.
-
-
-
50 mm HDPE Pipe-
100
11704
117.04
32 mm HDPE Pipe-
300
14271
47.57
20 mm MDPE Pipe-
300
7500
25
Providing and supplying High Density Polyethylene (HDPE ) fittings of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties.
1
1920
1920.4
Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion 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 Rising
-
-
-
50 mm HDPE Pipe-
30
1110
37
Distribution
-
-
-
50 mm HDPE Pipe-
100
3700
37
32 mm HDPE Pipe-
300
6900
23
20 mm HDPE Pipe-
300
3600
12
Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post.
18
2162
120.12
Supplying all materials , labour and tools for fixing 15 mm dia G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of Engineer-in-Charge.
18
244
13.59
Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
-
-
-
(1) Elbow
-
-
-
(a) 15 mm dia.
36
2908
80.78
(2) Reducer Socket -
-
-
-
(a) 20 x 15 mm dia.
18
1510
83.89
(3) Nipple -
-
-
-
(a) 15 mm dia.
36
2814
78.19
(4) Plain Socket -
-
-
-
(a) 15 mm dia.
36
2771
76.99
Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram.
18
11219
623.29
Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
-
-
-
50 mm dia and weight not less than 1.5 Kg.
2
3105
1552.85
Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I.
-
-
-
15 dia and weight not less than 400 Gm
18
3592
199.58
Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5.
-
-
-
Full way valve chamber
2
3424
1712.15
Supplying materials , labours and equipment's for construction of 0.90M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform with stand post in house including 12 mm thick cement plaster in C.M. (1:4) with neat cement punning over exposed surface all complete job, as per approved design, specification and direction of E/I.
18
25200
1400
Providing brick masonry chamber of inner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm R.C.C cover including cement plaster of exposed surface, etc all complete job
1
2719
2719
Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge.
99.03
8547
86.32
Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I.
18
972
54
due to remote and difficult to reach location Add 10 % of carriage cost of material
1
22748
22748.14
Provision of Galvanised Chain-line mess Fencing around Solar Panel where bore well is away from tower.
-
-
-
Making 30 cm (12") dia bore up to 4M below ground with hand auger of approved quality in ordinary soil (vide classification of soil item-A) true to plum and without eccentricity in any stage of operation and disposal of the exacavated earth up to 50m lead including all lifts all complete as per approved design and direction of E/I.
12
1868
155.73
Providing PCC 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 shuttering, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of E/I.
0.85
3874
4569.12
Labour cost of fitting and fixing Galvanised chain-link mess up height of 2 M including cost of staples (but excluding the cost of cement concete angle iron posts, its cutting and making holes, nuts and bolts) all complete as per specification and direction of E/I.
16
880
55
Drilling 6mm dia holes in M.S Angle iron for fixing of stables etc. as per building specification and direction of E/I.
48
433
9.03
Labour cost cutting of M.S Angle iron posts to required length, one end splitted as fish tailed in a length of 150mm complete as per building sepcification and direction of E/I.
8
225
28.21
Supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post complete as per building specification and direction of E/I.
48
404
8.42
Supplying, fitting and fixing Galvanised chain -link mess having 3mm thick wire cell type 40 x 40 mm fitted on M.S. angle frame with two diagonals having 25x25x5mm size angle including cost of fabrication, providing necessary bocking arrangement with haskal and domny duly fixed in angle post, applying a priming red lead paint over steel work, taxes excluding the cost of Galvanised chain-link mess all complete.
Wt of Angle-10.5M@ 1.8 kg/M=18.9 kg+5 kg for locking arrangement and huskal domney etc=23.5Kg say 25kg
23.5
2797
119.03
Cost of Galvanised chain-link mess having 3 mm thick wire cell type 40x40 mm not less than 3.1 kg/Sqm-Lengh 8m high=16m2 @ 3.1Kg/M2=49.6 Kg say 50 kg-
50
3722
74.45
Cost of 50 x50 x6 mm M.S angle-8nos x 2.75=24.75 @ 4.5 Kg/m=99.18 kg
100
5060
50.6
Carriage of Materials-5%
1
990
990.05
Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump
-
-
-
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.
-
-
-
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.
-
-
-
i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
-
-
-
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.
-
-
-
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.
-
-
-
iv) The module mounting structure should be hot dip galvanized according to IS 4759.
-
-
-
v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
-
-
-
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)
-
-
-
vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
-
-
-
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.
-
-
-
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.
-
-
-
x) The motor pump set should have a 5 years warranty.
-
-
-
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)
-
-
-
xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
-
-
-
xiii) The system should be as per MNRE guide line & Ecofriendly with suitable arrangement to operate new pump manually.
-
-
-
xiv) With third party inspection before dispatch.
-
-
-
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.
-
-
-
The following details should be marked indelibly on the motor pump set
-
-
-
a) Name of the Manufacturer or Distinctive Logo.
-
-
-
b) Model Number.
-
-
-
c) Serial Number.
-
-
-
Solar submersible motor pump (SPV DC Type)
-
-
-
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)
1
170820
170820
Provision of solar night lamp.
1
1000
1000
Annual Operation & Maintenance cost based on Existing D/T Well with solar motor pump for 5 years
-
-
-
O & M Cost for 1st year (Excluding Repair Charges)
1
9000
9000
O & M Cost for 2nd year with Annual Repair Charges
1
10228
10228.65
O & M cost for 3rd Year
1
10842
10842.37
O & M cost for 4th Year
1
11492
11492.92
O & M cost for 5th Year
1
12182
12182.49
Provision of one no SIM card & its recharging cost for RMC
5
4000
800
Tola - Dhobari (Jarda Pat)
-
-
-
Construction of sanitary well 3.0 M internal diameter and 9.0 M deep with 1.0M Platform
-
-
-
Supplying labour and equipment for digging well vide classfication of soil item-B including removing the spoils to a safe distance upto 50m from the edge of the well all complete as per specification and direction of E/I
132.64
21569
162.62
Supplying labour and equipment for digging well vide classfication of soil item-C including removing the spoils to a safe distance upto 50m from the edge of the well all complete as per specification and direction of E/I.
-
-
-
(a) E/W 03 to 04 metre depth below G.L
28.3
17780
628.38
(b) E/W 04 to 05 metre depth below G.L item no. 3.1.67
24.65
17120
694.58
(c) E/W 05 to 06 metre depth below G.L
21.25
16169
760.78
(d) E/W 06 to 07 metre depth below G.L
18.11
14976
826.98
(e) E/W 07 to 08 metre depth below G.L
15.22
13591
893.18
(f) E/W 08 to 09 metre depth below G.L
12.58
12065
959.38
Supplying materials and labour for providing R.C.C well curb (1:2:4) including centering and shuttering but excluding the cost of reinforcement all complete job as per specification and direction of E/I.
-
-
-
R.C.C. Well Curb
1.01
5409
5355.59
Providing rough dressed stone masonary in CM (1:6) in staining wall and in the parapet and well around in the platform including shuttering scaffolding if needed and providing adequate number of weep holes from bottem up to 4.5 M GL etc. all complete as per specification & direction of E/I.
-
-
-
In Staining Wall
35.33
97455
2758.43
In Parapet
2.42
6650
2744.71
In Platform outer side wall
1.93
5297
2744.71
Extra for each additional lift of 1m over the initial lift of 3m for masonry work.
-
-
-
In Staining Wall (3-4m)
4.04
91
22.54
In Staining Wall (4-5m)
4.04
182
45.08
In Staining Wall (5-6m)
4.04
273
67.62
In Staining Wall (6-7m)
4.04
364
90.16
In Staining Wall (7-8m)
4.04
455
112.7
In Staining Wall (8-9m)
4.04
546
135.24
Supplying materials and labour fixing 20 mm dia M.S. bar steps in staining wall of 0.3 M interval and fixed with (1:2:4) P.C.C including scaffolding and curing etc. all complete job as per specification & direction of E/I.
16
3391
211.94
Providing P.C.C M150 with nominal mix of (1:2:4) in foundation and plinth with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, striking, curing, taxes and royalty but excluding the cost of M.S reinforcemet all complete as per specification & direction of E/I.
-
-
-
In Plateform
1.12
5159
4598.23
Providing R.C.C M20 with nominal mix of (1:1.5:3) in beam of well with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, striking, curing, taxes and royalty but excluding the cost of M.S reinforcemet all complete as per specification & direction of E/I.
-
-
-
BEAM
0.28
1471
5218
Providing R.C.C M20 with nominal mix of (1:1.5:3) in roof slab of well with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, striking, curing, taxes and royalty but excluding the cost of M.S reinforcemet all complete as per specification & direction of E/I.
1.11
5798
5218
Providing 12 mm thick cement plaster (1:4) with neat cement punning including scaffolding, curing with all leads & lifts of water, taxes & royalty ll complete as per specification & direction of E/I.
52.44
11982
228.49
Providing 8 mm dia to 16 mm diaTor steel reinforcement (Fe 500 grade) of TATA or SAIL or Jindal Make as per approved design and drawing including all labour, materials, taxes etc but excluding cost of carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per specification & direction of E/I.
190
15365
80.87
Supplying equipments and labour for desilting the well complete as per specification & direction of E/I.
1
1578
1578
Supplying equipment and labour for back filling the excavated earth around staing well ll complete as per specification & direction of E/I.
152.73
14345
93.93
Supplying equipment and labour for dewatering including supplying diesel pump set as per requirement and its fuel etc complete as per specification & direction of E/I. 2.0 HP x 8 Hour x 11 days =176
176
7612
43.25
Carriage of Materials
-
-
-
a) Stone Boulder lead- 11 Km (Pakka 1km Kutcha-10km)
63.93
35535
555.85
b) Sand lead -25Km(Pakka 15 km Kutcha-10km)
29.87
19146
641
c) Ston Chips lead - 30Km(Pakka 20 km Kutcha-10km)
3.1
2187
705.8
d) Steel lead - 20 Km(Pakka 10km Kutcha-10km)
0.19
105
556
e) Cement lead - 20 Km(Pakka 10km Kutcha-10km)
8.2
4559
556
Construction RCC Foundation for Steel structure staging & Solar panel .
-
-
-
Earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m ,including all lifts, levelling ,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design ,building specification and direction of E/I (vide classification of soil item -B)
4.37
731
167.33
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 ,labour ,royalty and taxes all complete as per building specification and direction of E/I(Mode of measurement compacted volume)
0.24
143
589.51
Providing PCC 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.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I
0.24
1117
4598.23
Providing RCC M-200 in nominal mix of (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I.
-
-
-
(a)Foundation for Steel structure staging
-
-
-
Footing
0.81
4019
4961.73
Vertical Pedestal
0.56
3375
5989.72
Tie Beam
0.27
1624
5989.72
Providing for steel reinforcement as per approved design and drawing excluding carriage of T.S. bar to work site cutting, bending with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/I.
0.16
13502
82096.54
Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge.
3.49
192
55.28
Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.
-
-
-
Cement + Rod (20 KM)
0.95
414
436
Sand (20 KM)
1.03
418
406.24
Stone Chips (20 KM)
1.58
641
406.24
Galvanized tubular Steel structure staging for HDPE water storage Tank& Solar Panel
-
-
-
Providing structural steel galvanised squre pipe section work in trusses, other similar trussed purlins and members with all bracing ,gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge ,including cutting fabricating ,hoisting , erecting and fixing in position , making riveted/bolted /welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns (Net wt. of components to be Galv) preferably TATA structural section etc complete.
1039.53
108464
104.34
Information board for IEC
-
-
-
Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete
27.2
2592
95.32
Materials and labour for vinyl painting of matter given by department in different color
1.26
2520
2000
Carriage of Steel Structure due to hilly & unapprocheble Habitation
1
11357
11357.73
Installation of 2000 liters Capacity Water Storage Tank
-
-
-
Providing and fixing HDPE container Syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 2000.00 litres Capacity Water storage Tank
2000
15500
7.75
Transportation Charge
1
1000
1000
Lifting of 2000 Litrs Capacity Tank up to 4.50m height with lifting tools with rope and labour
1
500
500
Making hole in Tank
4
100
25
Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
4
634
158.59
Rising and Distribution Network with House Connection up to 10 Nos. including Platform & Stand post
-
-
-
Earth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I.
81
12173
150.29
Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete
3
2867
955.89
Providing PCC M-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I. for construction of road cutting portion-
3
14885
4961.73
Rising Main
-
-
-
Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler),
-
-
-
50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe
25
3925
157
Distribution
-
-
-
Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties.
-
-
-
50 mm HDPE Pipe-
75
8778
117.04
32 mm HDPE Pipe-
200
9514
47.57
20 mm MDPE Pipe-
200
5000
25
Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end).
-
-
-
50 mm dia .
1
776
776.07
Providing and supplying High Density Polyethylene (HDPE ) fittings of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties.
1
1377
1377.8
Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion 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 Rising
-
-
-
50 mm HDPE Pipe-
25
925
37
Distribution
-
-
-
50 mm HDPE Pipe-
75
2775
37
32 mm HDPE Pipe-
200
4600
23
20 mm HDPE Pipe-
200
2400
12
Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post.
8
960
120.12
Supplying all materials , labour and tools for fixing 15 mm dia G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of Engineer-in-Charge.
8
108
13.59
Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
-
-
-
(1) Elbow
-
-
-
(a) 15 mm dia.
16
1292
80.78
(2) Reducer Socket -
-
-
-
(a) 20 x 15 mm dia.
8
671
83.89
(3) Nipple -
-
-
-
(a) 15 mm dia.
16
1251
78.19
(4) Plain Socket -
-
-
-
(a) 15 mm dia.
16
1231
76.99
Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram.
8
4986
623.29
Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
-
-
-
50 mm dia and weight not less than 1.5 Kg.
2
3105
1552.85
Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I.
-
-
-
15 dia and weight not less than 400 Gm
8
1596
199.58
Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5.
-
-
-
Full way valve chamber
1
1712
1712.15
Supplying materials , labours and equipment's for construction of 0.90M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform with stand post in house including 12 mm thick cement plaster in C.M. (1:4) with neat cement punning over exposed surface all complete job, as per approved design, specification and direction of E/I.
8
11200
1400
Providing brick masonry chamber of inner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm R.C.C cover including cement plaster of exposed surface, etc all complete job.
1
2719
2719
Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge.
68.85
6467
93.93
Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I.
8
432
54
Provision of Galvanised Chain-line mess Fencing around Solar Panel where bore well is away from tower.
-
-
-
Making 30 cm (12") dia bore up to 4M below ground with hand auger of approved quality in ordinary soil (vide classification of soil item-A) true to plum and without eccentricity in any stage of operation and disposal of the exacavated earth up to 50m lead including all lifts all complete as per approved design and direction of E/I.
12
1868
155.73
Providing PCC 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 shuttering, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of E/I.
0.85
3874
4569.12
Labour cost of fitting and fixing Galvanised chain-link mess up height of 2 M including cost of staples (but excluding the cost of cement concete angle iron posts, its cutting and making holes, nuts and bolts) all complete as per specification and direction of E/I.
16
880
55
Drilling 6mm dia holes in M.S Angle iron for fixing of stables etc. as per building specification and direction of E/I.
48
433
9.03
Labour cost cutting of M.S Angle iron posts to required length, one end splitted as fish tailed in a length of 150mm complete as per building sepcification and direction of E/I.
8
225
28.21
Supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post complete as per building specification and direction of E/I.
48
404
8.42
Supplying, fitting and fixing Galvanised chain -link mess having 3mm thick wire cell type 40 x 40 mm fitted on M.S. angle frame with two diagonals having 25x25x5mm size angle including cost of fabrication, providing necessary bocking arrangement with haskal and domny duly fixed in angle post, applying a priming red lead paint over steel work, taxes excluding the cost of Galvanised chain-link mess all complete.
Wt of Angle-10.5M@ 1.8 kg/M=18.9 kg+5 kg for locking arrangement and huskal domney etc=23.5Kg say 25kg
23.5
2797
119.03
Cost of Galvanised chain-link mess having 3 mm thick wire cell type 40x40 mm not less than 3.1 kg/Sqm-Lengh 8m high=16m2 @ 3.1Kg/M2=49.6 Kg say 50 kg-
50
3722
74.45
Cost of 50 x50 x6 mm M.S angle-8nos x 2.75=24.75 @ 4.5 Kg/m=99.18 kg
100
5060
50.6
Carriage of Materials-5%
1
990
990.05
Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump
-
-
-
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.
-
-
-
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.
-
-
-
i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
-
-
-
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.
-
-
-
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.
-
-
-
iv) The module mounting structure should be hot dip galvanized according to IS 4759.
-
-
-
v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
-
-
-
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)
-
-
-
vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
-
-
-
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.
-
-
-
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.
-
-
-
x) The motor pump set should have a 5 years warranty.
-
-
-
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)
-
-
-
xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
-
-
-
xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.
-
-
-
xiv) With third party inspection before dispatch.
-
-
-
xv) Fitting, fixing & mounting on water tank steel structure.
-
-
-
xvi) 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.
-
-
-
The following details should be marked indelibly on the motor pump set
-
-
-
a) Name of the Manufacturer or Distinctive Logo.
-
-
-
b) Model Number.
-
-
-
c) Serial Number.
-
-
-
Solar submersible motor pump (SPV DC Type)
-
-
-
i) 1 HP (DC Pump) with 900 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 120 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)
1
119000
119000
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.
1
1865
1865
Provision of solar night lamp.
1
1000
1000
Annual Operation & Maintenance cost based on Existing D/T Well with solar motor pump for 5 years
-
-
-
O & M Cost for 1st year (Excluding Repair Charges)
1
9000
9000
O & M Cost for 2nd year with Annual Repair Charges
1
9898
9898
O & M cost for 3rd Year
1
10491
10491.88
O & M cost for 4th Year
1
11121
11121.4
O & M cost for 5th Year
1
11788
11788.68
Provision of one no SIM card & its recharging cost for RMC
5
4000
800
Tola - Dhobari (Uraid kona)
-
-
-
Construction of sanitary well 3.0 M internal diameter and 9.0 M deep with 1.0M Platform
-
-
-
Supplying labour and equipment for digging well vide classfication of soil item-B including removing the spoils to a safe distance upto 50m from the edge of the well all complete as per specification and direction of E/I
132.64
21569
162.62
Supplying labour and equipment for digging well vide classfication of soil item-C including removing the spoils to a safe distance upto 50m from the edge of the well all complete as per specification and direction of E/I.
-
-
-
(a) E/W 03 to 04 metre depth below G.L
28.3
17780
628.38
(b) E/W 04 to 05 metre depth below G.L item no. 3.1.67
24.65
17120
694.58
(c) E/W 05 to 06 metre depth below G.L
21.25
16169
760.78
(d) E/W 06 to 07 metre depth below G.L
18.11
14976
826.98
(e) E/W 07 to 08 metre depth below G.L
15.22
13591
893.18
(f) E/W 08 to 09 metre depth below G.L
12.58
12065
959.38
Supplying materials and labour for providing R.C.C well curb (1:2:4) including centering and shuttering but excluding the cost of reinforcement all complete job as per specification and direction of E/I.
-
-
-
R.C.C. Well Curb
1.01
5409
5355.59
Providing rough dressed stone masonary in CM (1:6) in staining wall and in the parapet and well around in the platform including shuttering scaffolding if needed and providing adequate number of weep holes from bottem up to 4.5 M GL etc. all complete as per specification & direction of E/I.
-
-
-
In Staining Wall
35.33
97455
2758.43
In Parapet
2.42
6650
2744.71
In Platform outer side wall
1.93
5297
2744.71
Extra for each additional lift of 1m over the initial lift of 3m for masonry work.
-
-
-
In Staining Wall (3-4m)
4.04
91
22.54
In Staining Wall (4-5m)
4.04
182
45.08
In Staining Wall (5-6m)
4.04
273
67.62
In Staining Wall (6-7m)
4.04
364
90.16
In Staining Wall (7-8m)
4.04
455
112.7
In Staining Wall (8-9m)
4.04
546
135.24
Supplying materials and labour fixing 20 mm dia M.S. bar steps in staining wall of 0.3 M interval and fixed with (1:2:4) P.C.C including scaffolding and curing etc. all complete job as per specification & direction of E/I.
16
3391
211.94
Providing P.C.C M150 with nominal mix of (1:2:4) in foundation and plinth with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, striking, curing, taxes and royalty but excluding the cost of M.S reinforcemet all complete as per specification & direction of E/I.
-
-
-
In Plateform
1.12
5159
4598.23
Providing R.C.C M20 with nominal mix of (1:1.5:3) in beam of well with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, striking, curing, taxes and royalty but excluding the cost of M.S reinforcemet all complete as per specification & direction of E/I.
-
-
-
BEAM
0.28
1471
5218
Providing R.C.C M20 with nominal mix of (1:1.5:3) in roof slab of well with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, striking, curing, taxes and royalty but excluding the cost of M.S reinforcemet all complete as per specification & direction of E/I.
1.11
5798
5218
Providing 12 mm thick cement plaster (1:4) with neat cement punning including scaffolding, curing with all leads & lifts of water, taxes & royalty ll complete as per specification & direction of E/I.
52.44
11982
228.49
Providing 8 mm dia to 16 mm diaTor steel reinforcement (Fe 500 grade) of TATA or SAIL or Jindal Make as per approved design and drawing including all labour, materials, taxes etc but excluding cost of carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per specification & direction of E/I.
190
15365
80.87
Supplying equipments and labour for desilting the well complete as per specification & direction of E/I.
1
1578
1578
Supplying equipment and labour for back filling the excavated earth around staing well ll complete as per specification & direction of E/I.
152.73
14345
93.93
Supplying equipment and labour for dewatering including supplying diesel pump set as per requirement and its fuel etc complete as per specification & direction of E/I. 2.0 HP x 8 Hour x 11 days =176
176
7612
43.25
Carriage of Materials
-
-
-
a) Stone Boulder lead- 11 Km (Pakka 1km Kutcha-10km)
63.93
35535
555.85
b) Sand lead -25Km(Pakka 15 km Kutcha-10km)
29.87
19146
641
c) Ston Chips lead - 30Km(Pakka 20 km Kutcha-10km)
3.1
2187
705.8
d) Steel lead - 20 Km(Pakka 10km Kutcha-10km)
0.19
105
556
e) Cement lead - 20 Km(Pakka 10km Kutcha-10km)
8.2
4559
556
Construction RCC Foundation for Steel structure staging & Solar panel .
-
-
-
Earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m ,including all lifts, levelling ,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design ,building specification and direction of E/I (vide classification of soil item -B)
4.37
731
167.33
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 ,labour ,royalty and taxes all complete as per building specification and direction of E/I(Mode of measurement compacted volume)
0.24
143
589.51
Providing PCC 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.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I
0.24
1117
4598.23
Providing RCC M-200 in nominal mix of (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I.
-
-
-
(a)Foundation for Steel structure staging
-
-
-
Footing
0.81
4019
4961.73
Vertical Pedestal
0.56
3375
5989.72
Tie Beam
0.27
1624
5989.72
Providing for steel reinforcement as per approved design and drawing excluding carriage of T.S. bar to work site cutting, bending with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/I.
0.16
13502
82096.54
Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge.
3.49
192
55.28
Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.
-
-
-
Cement + Rod (20 KM)
0.95
414
436
Sand (20 KM)
1.03
418
406.24
Stone Chips (20 KM)
1.58
641
406.24
Galvanized tubular Steel structure staging for HDPE water storage Tank& Solar Panel
-
-
-
Providing structural steel galvanised squre pipe section work in trusses, other similar trussed purlins and members with all bracing ,gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge ,including cutting fabricating ,hoisting , erecting and fixing in position , making riveted/bolted /welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns (Net wt. of components to be Galv) preferably TATA structural section etc complete.
1039.53
108464
104.34
Information board for IEC
-
-
-
Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete
27.2
2592
95.32
Materials and labour for vinyl painting of matter given by department in different color
1.26
2520
2000
Carriage of Steel Structure due to hilly & unapprocheble Habitation
1
11357
11357.73
Installation of 2000 liters Capacity Water Storage Tank
-
-
-
Providing and fixing HDPE container Syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 2000.00 litres Capacity Water storage Tank
2000
15500
7.75
Transportation Charge
1
1000
1000
Lifting of 2000 Litrs Capacity Tank up to 4.50m height with lifting tools with rope and labour
1
500
500
Making hole in Tank
4
100
25
Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
4
634
158.59
Rising and Distribution Network with House Connection up to 10 Nos. including Platform & Stand post
-
-
-
Earth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I.
81
12173
150.29
Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete
3
2867
955.89
Providing PCC M-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I. for construction of road cutting portion-
3
14885
4961.73
Rising Main
-
-
-
Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler),
-
-
-
50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe
25
3925
157
Distribution
-
-
-
Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties.
-
-
-
50 mm HDPE Pipe-
75
8778
117.04
32 mm HDPE Pipe-
200
9514
47.57
20 mm MDPE Pipe-
200
5000
25
Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end).
-
-
-
50 mm dia .
1
776
776.07
Providing and supplying High Density Polyethylene (HDPE ) fittings of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties.
1
1377
1377.8
Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion 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 Rising
-
-
-
50 mm HDPE Pipe-
25
925
37
Distribution
-
-
-
50 mm HDPE Pipe-
75
2775
37
32 mm HDPE Pipe-
200
4600
23
20 mm HDPE Pipe-
200
2400
12
Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post.
8
960
120.12
Supplying all materials , labour and tools for fixing 15 mm dia G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of Engineer-in-Charge.
8
108
13.59
Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
-
-
-
(1) Elbow
-
-
-
(a) 15 mm dia.
16
1292
80.78
(2) Reducer Socket -
-
-
-
(a) 20 x 15 mm dia.
8
671
83.89
(3) Nipple -
-
-
-
(a) 15 mm dia.
16
1251
78.19
(4) Plain Socket -
-
-
-
(a) 15 mm dia.
16
1231
76.99
Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram.
8
4986
623.29
Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
-
-
-
50 mm dia and weight not less than 1.5 Kg.
2
3105
1552.85
Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I.
-
-
-
15 dia and weight not less than 400 Gm
8
1596
199.58
Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5.
-
-
-
Full way valve chamber
1
1712
1712.15
Supplying materials , labours and equipment's for construction of 0.90M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform with stand post in house including 12 mm thick cement plaster in C.M. (1:4) with neat cement punning over exposed surface all complete job, as per approved design, specification and direction of E/I.
8
11200
1400
Providing brick masonry chamber of inner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm R.C.C cover including cement plaster of exposed surface, etc all complete job.
1
2719
2719
Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge.
68.85
6467
93.93
Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I.
8
432
54
Provision of Galvanised Chain-line mess Fencing around Solar Panel where bore well is away from tower.
-
-
-
Making 30 cm (12") dia bore up to 4M below ground with hand auger of approved quality in ordinary soil (vide classification of soil item-A) true to plum and without eccentricity in any stage of operation and disposal of the exacavated earth up to 50m lead including all lifts all complete as per approved design and direction of E/I.
12
1868
155.73
Providing PCC 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 shuttering, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of E/I.
0.85
3874
4569.12
Labour cost of fitting and fixing Galvanised chain-link mess up height of 2 M including cost of staples (but excluding the cost of cement concete angle iron posts, its cutting and making holes, nuts and bolts) all complete as per specification and direction of E/I.
16
880
55
Drilling 6mm dia holes in M.S Angle iron for fixing of stables etc. as per building specification and direction of E/I.
48
433
9.03
Labour cost cutting of M.S Angle iron posts to required length, one end splitted as fish tailed in a length of 150mm complete as per building sepcification and direction of E/I.
8
225
28.21
Supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post complete as per building specification and direction of E/I.
48
404
8.42
Supplying, fitting and fixing Galvanised chain -link mess having 3mm thick wire cell type 40 x 40 mm fitted on M.S. angle frame with two diagonals having 25x25x5mm size angle including cost of fabrication, providing necessary bocking arrangement with haskal and domny duly fixed in angle post, applying a priming red lead paint over steel work, taxes excluding the cost of Galvanised chain-link mess all complete.
Wt of Angle-10.5M@ 1.8 kg/M=18.9 kg+5 kg for locking arrangement and huskal domney etc=23.5Kg say 25kg
23.5
2797
119.03
Cost of Galvanised chain-link mess having 3 mm thick wire cell type 40x40 mm not less than 3.1 kg/Sqm-Lengh 8m high=16m2 @ 3.1Kg/M2=49.6 Kg say 50 kg-
50
3722
74.45
Cost of 50 x50 x6 mm M.S angle-8nos x 2.75=24.75 @ 4.5 Kg/m=99.18 kg
100
5060
50.6
Carriage of Materials-5%
1
990
990.05
Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump
-
-
-
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.
-
-
-
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.
-
-
-
i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
-
-
-
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.
-
-
-
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.
-
-
-
iv) The module mounting structure should be hot dip galvanized according to IS 4759.
-
-
-
v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
-
-
-
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)
-
-
-
vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
-
-
-
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.
-
-
-
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.
-
-
-
x) The motor pump set should have a 5 years warranty.
-
-
-
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)
-
-
-
xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
-
-
-
xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.
-
-
-
xiv) With third party inspection before dispatch.
-
-
-
xv) Fitting, fixing & mounting on water tank steel structure.
-
-
-
xvi) 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.
-
-
-
The following details should be marked indelibly on the motor pump set
-
-
-
a) Name of the Manufacturer or Distinctive Logo.
-
-
-
b) Model Number.
-
-
-
c) Serial Number.
-
-
-
Solar submersible motor pump (SPV DC Type)
-
-
-
i) 1 HP (DC Pump) with 900 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 120 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)
1
119000
119000
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.
1
1865
1865
Provision of solar night lamp.
1
1000
1000
Annual Operation & Maintenance cost based on Existing D/T Well with solar motor pump for 5 years
-
-
-
O & M Cost for 1st year (Excluding Repair Charges)
1
9000
9000
O & M Cost for 2nd year with Annual Repair Charges
1
9898
9898
O & M cost for 3rd Year
1
10491
10491.88
O & M cost for 4th Year
1
11121
11121.4
O & M cost for 5th Year
1
11788
11788.68
Provision of one no SIM card & its recharging cost for RMC
5
4000
800
Tola - Jarda (Mangru Toli)
-
-
-
Construction of sanitary well 3.0 M internal diameter and 9.0 M deep with 1.0M Platform
-
-
-
Supplying labour and equipment for digging well vide classfication of soil item-B including removing the spoils to a safe distance upto 50m from the edge of the well all complete as per specification and direction of E/I
132.64
21569
162.62
Supplying labour and equipment for digging well vide classfication of soil item-C including removing the spoils to a safe distance upto 50m from the edge of the well all complete as per specification and direction of E/I.
-
-
-
(a) E/W 03 to 04 metre depth below G.L
28.3
17780
628.38
(b) E/W 04 to 05 metre depth below G.L item no. 3.1.67
24.65
17120
694.58
(c) E/W 05 to 06 metre depth below G.L
21.25
16169
760.78
(d) E/W 06 to 07 metre depth below G.L
18.11
14976
826.98
(e) E/W 07 to 08 metre depth below G.L
15.22
13591
893.18
(f) E/W 08 to 09 metre depth below G.L
12.58
12065
959.38
Supplying materials and labour for providing R.C.C well curb (1:2:4) including centering and shuttering but excluding the cost of reinforcement all complete job as per specification and direction of E/I.
-
-
-
R.C.C. Well Curb
1.01
5409
5355.59
Providing rough dressed stone masonary in CM (1:6) in staining wall and in the parapet and well around in the platform including shuttering scaffolding if needed and providing adequate number of weep holes from bottem up to 4.5 M GL etc. all complete as per specification & direction of E/I.
-
-
-
In Staining Wall
35.33
97455
2758.43
In Parapet
2.42
6650
2744.71
In Platform outer side wall
1.93
5297
2744.71
Extra for each additional lift of 1m over the initial lift of 3m for masonry work.
-
-
-
In Staining Wall (3-4m)
4.04
91
22.54
In Staining Wall (4-5m)
4.04
182
45.08
In Staining Wall (5-6m)
4.04
273
67.62
In Staining Wall (6-7m)
4.04
364
90.16
In Staining Wall (7-8m)
4.04
455
112.7
In Staining Wall (8-9m)
4.04
546
135.24
Supplying materials and labour fixing 20 mm dia M.S. bar steps in staining wall of 0.3 M interval and fixed with (1:2:4) P.C.C including scaffolding and curing etc. all complete job as per specification & direction of E/I.
16
3391
211.94
Providing P.C.C M150 with nominal mix of (1:2:4) in foundation and plinth with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, striking, curing, taxes and royalty but excluding the cost of M.S reinforcemet all complete as per specification & direction of E/I.
-
-
-
In Plateform
1.12
5159
4598.23
Providing R.C.C M20 with nominal mix of (1:1.5:3) in beam of well with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, striking, curing, taxes and royalty but excluding the cost of M.S reinforcemet all complete as per specification & direction of E/I.
-
-
-
BEAM
0.28
1471
5218
Providing R.C.C M20 with nominal mix of (1:1.5:3) in roof slab of well with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, striking, curing, taxes and royalty but excluding the cost of M.S reinforcemet all complete as per specification & direction of E/I.
1.11
5798
5218
Providing 12 mm thick cement plaster (1:4) with neat cement punning including scaffolding, curing with all leads & lifts of water, taxes & royalty ll complete as per specification & direction of E/I.
52.44
11982
228.49
Providing 8 mm dia to 16 mm diaTor steel reinforcement (Fe 500 grade) of TATA or SAIL or Jindal Make as per approved design and drawing including all labour, materials, taxes etc but excluding cost of carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per specification & direction of E/I.
190
15365
80.87
Supplying equipments and labour for desilting the well complete as per specification & direction of E/I.
1
1578
1578
Supplying equipment and labour for back filling the excavated earth around staing well ll complete as per specification & direction of E/I.
152.73
14345
93.93
Supplying equipment and labour for dewatering including supplying diesel pump set as per requirement and its fuel etc complete as per specification & direction of E/I. 2.0 HP x 8 Hour x 11 days =176
176
7612
43.25
Carriage of Materials
-
-
-
a) Stone Boulder lead- 11 Km (Pakka 1km Kutcha-10km)
63.93
35535
555.85
b) Sand lead -25Km(Pakka 15 km Kutcha-10km)
29.87
19146
641
c) Ston Chips lead - 30Km(Pakka 20 km Kutcha-10km)
3.1
2187
705.8
d) Steel lead - 20 Km(Pakka 10km Kutcha-10km)
0.19
105
556
e) Cement lead - 20 Km(Pakka 10km Kutcha-10km)
8.2
4559
556
Construction RCC Foundation for Steel structure staging & Solar panel .
-
-
-
Earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m ,including all lifts, levelling ,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design ,building specification and direction of E/I(vide classification of soil item -B)
8.76
1465
167.33
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 ,labour ,royalty and taxes all complete as per building specification and direction of E/I(Mode of measurement compacted volume)
0.52
308
589.51
Providing designation 75 A 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
6.05
2156
356.52
Providing nominal mix PCC M-150 of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I
0.75
3425
4598.23
Providing RCC M-20 in nominal mix of (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I.
-
-
-
(a)Foundation for Steel structure staging
-
-
-
Footing and Vertical Pedestal
-
-
-
Raft
2.36
11724
4961.73
Column
0.74
4402
5989.72
Tie Beam
0.39
2335
5989.72
(b)Foundation for Solar panel
-
-
-
Footing
0.2
1002
4961.73
Vertical Pedestal
0.12
730
5989.72
Providing for steel reinforcement as per approved design and drawing excluding carriage of T.S. bar to work site cutting, bending with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/I.
0.36
29554
82096.54
Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.
1
5710
5710.84
Galvanized tubular Steel structure staging for HDPE water storage Tank& Solar Panel
-
-
-
Providing structural steel galvanised squre pipe section work in trusses, other similar trussed purlins and members with all bracing ,gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge ,including cutting fabricating ,hoisting , erecting and fixing in position , making riveted/bolted /welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns (Net wt. of components to be Galv) preferably TATA structural section etc complete.
1571.77
163998
104.34
Information board for IEC
-
-
-
Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete
27.2
2592
95.32
Materials and labour for vinyl painting of matter given by department in different color
1.26
2520
2000
Carriage of Steel Structure due to hilly & unapprocheble Habitation
1
16911
16911.07
Installation of 5000 liters Capacity Water Storage Tank
-
-
-
Providing and fixing HDPE container Syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 5000.00 litres Capacity Water storage Tank
5000
38750
7.75
Transportation Charge
1
1000
1000
Lifting of 5000 Litrs Capacity Tank up to 6.00m height with lifting tools with rope and labour
1
500
500
Making hole in Tank
4
100
25
Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
4
634
158.59
Rising and Distribution Network with House Connection up to 25 Nos. including Platform & Stand post
-
-
-
Earth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I.
116.5
17508
150.29
Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete
4.5
4301
955.89
Providing PCC M-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I. for construction of road cutting portion-
4.5
22327
4961.73
Rising Main
-
-
-
Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler),
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50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe
30
4710
157
Distribution
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Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties.
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50 mm HDPE Pipe-
100
11704
117.04
32 mm HDPE Pipe-
300
14271
47.57
20 mm MDPE Pipe-
300
7500
25
Providing and supplying High Density Polyethylene (HDPE ) fittings of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties.
1
1920
1920.4
Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion 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.
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For Rising
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50 mm HDPE Pipe-
30
1110
37
Distribution
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50 mm HDPE Pipe-
100
3700
37
32 mm HDPE Pipe-
300
6900
23
20 mm HDPE Pipe-
300
3600
12
Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post.
20
2402
120.12
Supplying all materials , labour and tools for fixing 15 mm dia G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of Engineer-in-Charge.
20
271
13.59
Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
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(1) Elbow
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(a) 15 mm dia.
40
3231
80.78
(2) Reducer Socket -
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(a) 20 x 15 mm dia.
20
1677
83.89
(3) Nipple -
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(a) 15 mm dia.
40
3127
78.19
(4) Plain Socket -
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(a) 15 mm dia.
40
3079
76.99
Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram.
20
12465
623.29
Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
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50 mm dia and weight not less than 1.5 Kg.
2
3105
1552.85
Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I.
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15 dia and weight not less than 400 Gm
20
3991
199.58
Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5.
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Full way valve chamber
2
3424
1712.15
Supplying materials , labours and equipment's for construction of 0.90M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform with stand post in house including 12 mm thick cement plaster in C.M. (1:4) with neat cement punning over exposed surface all complete job, as per approved design, specification and direction of E/I.
20
28000
1400
Providing brick masonry chamber of inner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm R.C.C cover including cement plaster of exposed surface, etc all complete job
1
2719
2719
Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge.
99.03
8547
86.32
Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I.
20
1080
54
due to remote and difficult to reach location Add 10 % of carriage cost of material
1
23624
23624.14
Provision of Galvanised Chain-line mess Fencing around Solar Panel where bore well is away from tower.
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Making 30 cm (12") dia bore up to 4M below ground with hand auger of approved quality in ordinary soil (vide classification of soil item-A) true to plum and without eccentricity in any stage of operation and disposal of the exacavated earth up to 50m lead including all lifts all complete as per approved design and direction of E/I.
12
1868
155.73
Providing PCC 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 shuttering, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of E/I.
0.85
3874
4569.12
Labour cost of fitting and fixing Galvanised chain-link mess up height of 2 M including cost of staples (but excluding the cost of cement concete angle iron posts, its cutting and making holes, nuts and bolts) all complete as per specification and direction of E/I.
16
880
55
Drilling 6mm dia holes in M.S Angle iron for fixing of stables etc. as per building specification and direction of E/I.
48
433
9.03
Labour cost cutting of M.S Angle iron posts to required length, one end splitted as fish tailed in a length of 150mm complete as per building sepcification and direction of E/I.
8
225
28.21
Supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post complete as per building specification and direction of E/I.
48
404
8.42
Supplying, fitting and fixing Galvanised chain -link mess having 3mm thick wire cell type 40 x 40 mm fitted on M.S. angle frame with two diagonals having 25x25x5mm size angle including cost of fabrication, providing necessary bocking arrangement with haskal and domny duly fixed in angle post, applying a priming red lead paint over steel work, taxes excluding the cost of Galvanised chain-link mess all complete.
Wt of Angle-10.5M@ 1.8 kg/M=18.9 kg+5 kg for locking arrangement and huskal domney etc=23.5Kg say 25kg
23.5
2797
119.03
Cost of Galvanised chain-link mess having 3 mm thick wire cell type 40x40 mm not less than 3.1 kg/Sqm-Lengh 8m high=16m2 @ 3.1Kg/M2=49.6 Kg say 50 kg-
50
3722
74.45
Cost of 50 x50 x6 mm M.S angle-8nos x 2.75=24.75 @ 4.5 Kg/m=99.18 kg
100
5060
50.6
Carriage of Materials-5%
1
990
990.05
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 & Ecofriendly 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)
1
170820
170820
Provision of solar night lamp.
1
1000
1000
Annual Operation & Maintenance cost based on Existing D/T Well with solar motor pump for 5 years
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O & M Cost for 1st year (Excluding Repair Charges)
1
9000
9000
O & M Cost for 2nd year with Annual Repair Charges
1
10245
10245.68
O & M cost for 3rd Year
1
10860
10860.42
O & M cost for 4th Year
1
11512
11512.04
O & M cost for 5th Year
1
12202
12202.77
Provision of one no SIM card & its recharging cost for RMC
5
4000
800
Add 18% GST.
1
694101
694101.23
Add 1% Labour Cess
1
45502
45502.19
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