Drinking Water And Sanitation Department Tender
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Costs
EMD
₹ 23,600Document Cost
₹ 2,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DWSD_86872_4Tender No
DWSD/DUMKA-2/11/2024-25Tender 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
(a) 1.00 M to 3.00 M deth below G.L.
0.786 Mx6.00Mx6.00Mx2M = 56.59 M³
56.59
35560
628.38
(b) 3.00 M to 4.00 M deth below G.L.
0.786 Mx5.00Mx5.00MxM = 19.65 M³
19.65
13648
694.58
(c) 4.00 M to 5.00 M deth below G.L.
0.786 Mx4.00Mx4.00MxM = 12.58 M³
12.58
9570
760.78
Suplying all materials labour & equipment for roviding R.C.C. ( 1:2:4) in well curb including centering and shuttering but excluding the cost of reinforcement all complete job as per specification and direction of E/I.
0.786x(4²-3²)M²x0.20M = 1.10 M³
1.1
5891
5355.59
Supplying all materials and labours for provising rough dressed stone masonary in cement mortor ( 1:6) in parapet wall and platform of the well including shuttering, scafolding if needed etc. all complete job as per secification and direction of E/I.
-
-
-
(A) Steining Wall of Well
(a) 0.00 to 3.00 Mtr below G.L = 3.00 Mtr
0.786x(3.90²-3.00²)M²x3.00M = 14.64M³
14.64
40383
2758.43
(b) 3.00 to 4.00 Mtr below G.L = 1.00 Mtr
0.786x(3.90²-3.00²)M²x1.00M = 4.88 M³
4.88
13571
2780.97
(c) 4.00 to 4.80 Mtr below G.L = 1.00 Mtr
0.786x(3.90²-3.00²)M²x1.00M = 4.88 M³
4.88
13681
2803.51
(B) In Parapet wall of well above G.L
0.786x(3.90²-3.00²)M²x0.75M = 3.66M³
3.66
10343
2826.05
Supplying materials labours for fixing 20mm dia M.S bar steps in staining wall of 0.5 M interval and staggered in cement concerete (1:2:4) including scaffolding and curing etc. all ccompelte job as per specifiation and direction of E/I.
8
1695
211.94
Providing designation 75A one brick flat soling joints fitted with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I. 0.786(5.90mx5.90m-3.90mx3.90m)= 15.40 M²
15.4
5490
356.52
Providing P.C.C. (M-150) (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 and direction of E/I.
0.786x(5.9²-3.9²)M²x0.05M = 0.77 M3
0.77
4332
5626.21
Supplying all materials na dlabour for providing cement (1:3) flush pointing pointingg in staining wall including clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I.
-
-
-
(A) Flush pointing in staining wall
(a) 0.00 to 3.00 mtr below Gl= 3.00 Mtr
3.14x3.00mx3.00m = 28.26 M²
28.26
4346
153.8
(b) 3.00 to 4.00 mtr below Gl= 1.00 Mtr
3.14x3.00mx3.00m = 9.42 M²
9.42
1873
198.89
(c) 4.00 to 5.00 mtr below Gl= 1.00 Mtr
3.14x3.00mx3.00m = 9.42 M²
9.42
2298
243.98
Supplying materials and labour for providing 12mm. cement plaster (1:3) with 1.5mm thick punning with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I.
-
-
-
Inside of Parapet Parapet Inner- 3.14 x 3.0 x 0.75 =3.98M²
-
-
-
Parapet Outer- 3.14 x 3.90 x 0.325 = 3.98M²
-
-
-
Parapet Top - 0.786 x (3.90 x 3.90-3.00 x 3.00) = 4.88 M²
-
-
-
Total = 12.84 M²
12.84
3017
235.03
Providing R.C.C. (M-200) (1:1.5:3) in cover slab/ beam 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, striking, curing (but excluding the cost of reinforcement), taxes ad royalty all complete as per building specification and direction of E/I.
-
-
-
(a) In Beam ( R.C.C. M-150)
3.90 x 0.25 x 0.25 = 0.24 M³
0.24
1514
6308.87
(b) In Cover slab ( RCC M-150)
0.786 x 3.90²x 0.10 = 1.19 M³
-
-
-
Deduction
0.60 x 0.45 x 0.10 (-) = 0.02 M³
-
-
-
Total = 1.17 M³
1.17
7381
6308.87
Providing TMT steel reinforcement of 8mm dia and rods as per approved design and drawing including carriage of M.S rods (straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as peer building specifications and direction of E/I.
-
-
-
Well Curb - 1.10 M³
-
-
-
Beam- 0.24 M³
-
-
-
Cover Slab - 1.17 M³
-
-
-
Total = 2.51 M³
-
-
-
2.51M³x1.5%x7850.00Kg = 295.55 Kg = 0.3 MT
0.3
24994
83314.02
supplying fitting and fixing 600mm x 450mm size C/I main hole cover with frame ( Wt. not less than 25 Kg) etc. all complete job as per secification and direction of E/I.(including 15% C.P. & O.H. )
1
1690
1690.5
Supplying all labours, tools & plants for dewatering of well by diesel machine includding cost of fuel & hire charge of diesel pump during the period of excavation & masonary work all compelte job as per direction fof E/I.
10
3000
300
Supplying all tools equipments and labour for desilting the well all complete as per specification and direction of E/I.
1
1578
1578
Earth work in back filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed fully compacted and fine dressed with earth obtained excavation of foundation trenches within a lead of 50M and lift of 1.5 M all complete as per building specification and direction of E/I ( Mode of measurement-compacted volume).
Earth filling around well up to 1 Mtr depth below G.L.
(0.786 x 6.50 x 6.50 x 1.0)- (0.786 x 3.9 x 3.9 x 1.0 ) = 21.25 M³
21.25
1174
55.28
Carriage of materials to work site by mechnical transport including loading, unloading and stacking at site etc. all ccomplete job as per specification and direction of E/I. ( Payment must be done as per SOR and actual lead for different places)
-
-
-
(a) Cement (Av. Lead- 10 Km)
2.96
1487
502.6
(b) Sand (Av. Lead -15 Km)
14.15
4852
342.9
(c) Stone Chips ( Av. Lead -20 Km)
2.95
1231
417.3
(d) Bricks (Av. Lead -10 KM)
493
409
0.83
(e) Bouldet ( Av. Lead -05 KM)
28.06
5561
198.2
(f) M.S to rod (Av. Lead- 10 KM)
0.3
148
502.6
Carriage of construction materials by head load or bahangi from approach road to hill tye working site including loading, unloading and carrying in all left and av. 500 M lead including stacking at work siute as er direction of E/I. all complete job (as per labour analysis)
143
46739
326.85
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)
-
-
-
Foundation for Steel structure staging
-
-
-
4nosx1.10mx1.10mx1.45m=7.01m3
-
-
-
Foundation for Solar panel
-
-
-
1nox1.10mx1.10mx1.45m=1.75m3
-
-
-
Total=8.76m3
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)
-
-
-
Foundation for Steel structure staging
-
-
-
4nosx1.10mx1.10mx0.08m=0.38m3
-
-
-
Foundation for Solar panel
-
-
-
1nox1.20mx1.20mx0.10m=0.144m3
-
-
-
Total=0.524m3
0.52
306
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
-
-
-
4nosx1.10mx1.10m=4.84 m2
-
-
-
Foundation for Solar panel
-
-
-
1nox1.10mx1.10m=1.21m2
-
-
-
Total=6.05m2
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
-
-
-
Foundation for Steel structure staging
-
-
-
1x2.50mx2.50mx0.10m=0.63 m3
-
-
-
Foundation for Solar panel
-
-
-
1nox1.10mx1.10mx0.10m=0.121m3
-
-
-
Total=2.62m3
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 (BCD-SOR-5.3.1.1)
-
-
-
(1x2.335mx2.335mx0.25m)=1.36 m3
-
-
-
4nosx0.50mx0.50mx1.00m =1.0 m3
-
-
-
Total
2.36
11709
4961.73
Column (BCD-SOR-5.3.2.1)
-
-
-
4nosx0.35mx0.35mx1.5m=0.74 m3
0.74
4402
5989.72
Tie Beam (BCD-SOR-5.3.2.1)
-
-
-
4nosx0.30mx0.30mx1.085m=0.39 m3
0.39
2335
5989.72
(b)Foundation for Solar panel
-
-
-
Footing (BCD-SOR-5.3.1.1)
-
-
-
1nox0.90mx0.90mx0.25m=0.202 m3
0.2
992
4961.73
Vertical Pedestal (BCD-SOR-5.3.2.1)
-
-
-
1nox0.30mx0.30mx1.35m=0.122m3
0.12
718
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.
-
-
-
(a)Foundation for Steel structure staging
-
-
-
As per Item-5, Total quantity of RCC=3.04m3
-
-
-
Total quantity of Steel @ 120.00 kg/m3 =3.04m3x120.00 kg/m3=364.80kg or say 0.36on.
0.36
29554
82096.54
Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
-
-
-
Cement-10 KM (Avg. Lead)
1.59
799
502.6
Steel-10 KM (Avg. lead)
3.6
1809
502.6
Stone chips-20 KM (Avg. lead)
3.41
1422
417.3
Sand-15 KM (Avg. lead)
2.32
795
342.9
Bricks-10 KM (Avg. lead)
195
161
0.83
For Structure : 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.
1391.06
145143
104.34
(I) LEG PIPE-91.5x91.5x4.8mm thick (square pipe)
-
-
-
4nos.x6mx13.7kg/m=328.80 kg
-
-
-
(II) BASE PLATE-300mmx12mm thick (plate)
-
-
-
4nos.x0.3mx28.26kg/m=33.91kg
-
-
-
(III) STIFFENER-100mmx10mm of thick (flat)
-
-
-
32nosx0.15m.x7.85kg/m=18.84 kg
-
-
-
(IV) TOP FLANGE-300mmx10mm of thick (plate)
-
-
-
4nos.x0.3mx23.55kg/m=28.26 kg
-
-
-
(V) FRAME BASE PLATE-300mmx8mm of thick (plate)
-
-
-
4nosx0.3m.x18.84kg/m=22.61kg
-
-
-
(VI)UPPER STIFFENER-40mmx6mm of thick (flat)
-
-
-
16nos.x0.1mx1.9kg/m=3.04kg
-
-
-
(VII) a. GUSSET PLATE ON MAIN LEG-184mmx6mm of thick (plate)
-
-
-
32nos.x0.225mx8.7kg/m=62.64kg
-
-
-
b. GUSSET PLATE ON HORIZONTAL BRACING-178mmx6mm of thick (plate)
-
-
-
16nos.x0.244mx8.4kg/m=32.79kg
-
-
-
(VIII) HORIZONTAL BRACING-65mmx65mmx6mm of thick (angle)
-
-
-
16nos.x1.324mx4.9kg/m=103.80kg
-
-
-
(IX) DIAGONAL BRACING-50mmx50mmx6mm of thick (angle)
-
-
-
32nos.x1.386mx3.8kg/m=168.54kg
-
-
-
(X) UPPER STIFFNER-100mmx10mm of thick (flat)
-
-
-
16nos.x0.15mx7.85kg/m=9.42kg
-
-
-
(X) a. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)
-
-
-
2nos.x2.5mx9.66kg/m=48.30kg
-
-
-
b. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)
-
-
-
4nos.x1.363mx9.66kg/m=52.67kg
-
-
-
c. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)
-
-
-
4nos.x0.46mx9.66kg/m=17.77kg
-
-
-
d. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)
-
-
-
2nos.x9.66kg/m=5.78kg
-
-
-
e. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)
-
-
-
0.4965mx0.299mx16nos.x9.66kg/m=76.74kg
-
-
-
f. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)
-
-
-
Gusset Plate 244x178x6mm Thick 4 Nos
-
-
-
4nos.x0.425mx9.66kg/m=16.42kg
-
-
-
(XI) a. LADDER JOINT CLIET-65mmx65mmx5mm of thick (angle)
-
-
-
2nos.x0.05mx4.9kg/m=0.49kg
-
-
-
b. LADDER-35mmx35mmx5mm of thick (angle)
-
-
-
4nos.x3mx2.7kg/m=32.40kg
-
-
-
c. Horizontal Support Angle
-
-
-
40x40x5mm Thick- 300mm Long 20 nos
-
-
-
d. LADDER-35mmx35mmx5mm of thick (angle)
-
-
-
2nos.x2.05mx2.7kg/m=11.07kg
-
-
-
e. Horizontal Support Angle
-
-
-
40x40x5mm Thick- 300mm 7 nos
-
-
-
Horizontal Support Angle
-
-
-
f. LADDER JOINT CLIET-40mmx40mmx5mm of thick (angle)
-
-
-
2nos.x0.166mx3kg/m=1.00kg
-
-
-
(XII) a.FRAME RAILING PIPE-25mmx25mmx2.8mm of thick (square pipe)
-
-
-
4nos.x2.05mx2.2kg/m=18.04kg
-
-
-
b.FRAME RAILING PIPE-25mmx25mmx2.8mm of thick (square pipe)
-
-
-
12nos.x0.775mx2.2kg/m=20.46kg
-
-
-
(XIII) G.I. SHEET-2500mmx1250mmx3mm of thick
-
-
-
2nos.x2.5mx29.5kg/m=147.50kg
-
-
-
(XIV) FOUNDATION BOLT-20mm of thick (M20)
-
-
-
16nos.x1.2mx2.47kg/m=47.42kg
-
-
-
Total
-
-
-
Weight after Galvanising @ 4%
-
-
-
(XV) HARDWARE (L.S.)
-
-
-
Total
147.58
15398
104.34
Steel Structure for Solar Panel
-
-
-
(I) MAIN LEG PIPE-100mmx100mmx4.8mm thick (square pipe)
-
-
-
1nos.x3mx15kg/m=45kg
-
-
-
(II) BASE PLATE-300mmx12mm thick (plate)
-
-
-
1nos.x0.3mx28.26kg/m=8.478kg
-
-
-
(III) STIFFENER-100mmx10mm of thick (flat)
-
-
-
4nosx0.15m.x10.78kg/m=6.468 kg
-
-
-
(IV) CLAMP-50mmx6mm of thick (flat)
-
-
-
2nos.x0.35mx2.36kg/m=1.652 kg
-
-
-
(V) RAFTER-91.5mmx91.5mmx4.5mm of thick (square pipe)
-
-
-
1no.x1.8mx12.9kg/m=23.22 kg
-
-
-
(VI) RAFTER JOINT PLATE-100mmx10mm of thick (flat)
-
-
-
2nos.x0.2mx10.78kg/m=4.312 kg
-
-
-
(VII) PERLIN-80mmx40mmx3.2mm of thick (tube)
-
-
-
2nos.x3mx6kg/m=36 kg
-
-
-
(VIII) PERLIN SUPPORT PIPE-25mmx25mmx2.6mm of thick (square pipe)
-
-
-
2nos.x1.58mx2kg/m=6.32kg
-
-
-
(IX) ADJUST MEMBER-25mmx25mmx2.6mm of thick (square pipe)
-
-
-
1nos.x1mx2kg/m=2kg
-
-
-
(X) PERLIN JOINT MEMBER-100mmx100mmx8mm of thick (angle)
-
-
-
2nos.x0.05mx10.2kg/m=1.02kg
-
-
-
(XI) HARDWARE (L.S.)
-
-
-
2kg
-
-
-
(XII) FOUNDATION BOLT-550mmx20mm of thick (round M-20)
-
-
-
4nosx0.55m.x2.47kg/m=5.43kg
-
-
-
Total
-
-
-
Weight after Galvanising @ 4%
-
-
-
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 (MJP 2019-2020 Sec F Item 6)
-
-
-
(I)Square Tube
-
-
-
25mmx25mmx3.2mm thick
-
-
-
(Wt.@1.98kg/m)
-
-
-
2nosx1.50m=3.00m=3.00mx1.98kg/m =5.94kg
-
-
-
(II) Square Tube
-
-
-
25mmx25mmx3.2mm thick
-
-
-
(Wt.@1.98kg/m)
-
-
-
3nosx1.20m=3.60m=3.60mx1.98kg/m =7.13kg
-
-
-
(III) M.S. Sheet 1mm thick.
-
-
-
(Wt.@7.85kg/m2)
-
-
-
1nosx1.50mx1.20m=1.80m2
-
-
-
=1.80m2x7.85kgp/m2 =14.13kg
-
-
-
Total=27.20kg
27.2
2592
95.32
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(DWSD. Item No-01 M)
5000
37150
7.43
Transportation Charge
1
1000
1000
Lifting of 5000 Litrs Capacity Tank up to 4.00m 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
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. (DWSD-3.1.1.1)
-
-
-
For Rising Main
-
-
-
40 mm GI Pipe-
-
-
-
40 mm HDPE Pipe-
-
-
-
Distribution
-
-
-
50 mm GI Pipe-
-
-
-
50 mm HDPE Pipe-
-
-
-
32 mm HDPE Pipe-
-
-
-
20 mm HDPE Pipe-
-
-
-
Total-
218.75
32875
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 BCD-5.10.2
2.25
2150
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
2.25
11163
4961.73
Rising Main
-
-
-
Manufacture, supply and Delivery of following
-
-
-
40 mm dia -GI Pipes(TATA mark or equivalent) as per IS-1239 (Part-01)/2004 ISI Marked/Medium Quality
10
3300
330
40 mm dia - 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. PE-80 , PN- 10
100
7574
75.74
Distribution
-
-
-
50 mm dia -GI Pipes(TATA mark or equivalent) as per IS-1239 (Part-01)/2004 ISI Marked/Medium Quality
15
6063
404.25
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. PE-80 , PN- 10 (Item No-112M 1028)
-
-
-
50 mm HDPE Pipe-
200
23408
117.04
32 mm HDPE Pipe-
250
11892
47.57
20 mm HDPE Pipe-
300
7500
25
Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end).DSR 18.17.5
-
-
-
50 mm dia .
1
776
776.07
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. MJP 19-20 sec-I-IX sl no -2(i)
-
-
-
For Rising
-
-
-
40 mm GI Pipe-
10
1015
101.55
40 mm HDPE Pipe-
100
3100
31
Distribution
-
-
-
50 mm GI Pipe-
15
1627
108.52
50 mm HDPE Pipe-
200
7400
37
32 mm HDPE Pipe-
250
5750
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.
16
1921
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. DWSD 3.1.2(i)
16
217
13.59
Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. DWSD 3.1.13
-
-
-
(1) Elbow
-
-
-
(a) 15 mm dia.
32
2584
80.78
(2) Reducer Socket -
-
-
-
(a) 20 x 15 mm dia.
16
1342
83.89
(3) Nipple -
-
-
-
(a) 15 mm dia.
32
2502
78.19
(4) Plain Socket -
-
-
-
(a) 15 mm dia.
32
2463
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. (JOSR DWSD 3.1.4.1)
16
9972
623.29
Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. DWSD 3.1.12
-
-
-
50 mm dia and weight not less than 1.5 Kg.
1
1552
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. DWSD 3.1.5.2
-
-
-
15 dia and weight not less than 400 Gm
16
3193
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. DSR 18.32.1
-
-
-
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. (As per Annexure II Attached)
-
-
-
1.20 M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform -
16
22405
1400.37
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(Annexure I )
1
2718
2718.84
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. (3.1.1.2)
185.94
16050
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. (As per old model estimate)
16
864
54
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)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)
-
-
-
2 HP (DC Pump) with 1800 WP (minimum) as per MNRE.Head Max Shut-off head 100 mtrs.
1
170820
170820
Provision of solar night lamp.
1
1000
1000
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.
8 Nos x 1.5 M=12M
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.
0.785 x0.3x0.3x8 no x 1.5 M=0.848
0.85
3883
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.
8x2=16 Sq M
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.
8 Nos x 6 nos= 48 Nos
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 Nos
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 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 Lead 10 Km (Avg.)
0.28
140
502.6
Sand Lead 15 Km (Avg.)
0.38
130
342.9
Stone Chips Lead 20 Km (Avg.)
0.76
317
417.3
Annual Operation & Maintenance for 5 years.
-
-
-
Hence O & M Cost for 1st year (Excluding Repair Charges)
1
9000
9000
O & M cost for 2nd Year = O & M for 1st Yr + 6% of O&M for 1st Year + Annual repairing Charges
1
10318
10318.77
O & M cost for 3rd Year =1.06 x 2st year
1
10937
10937.89
O & M cost for 4th Year =1.06 x 3rd year
1
11594
11594.17
O & M cost for 5th Year =1.06 x 4th year
1
12289
12289.82
Provision of one no SIM card & its recharging cost for RMC
5
4000
800
Add 18% GST
1
177572
177572.94
Add 1% Labour Cess
1
11640
11640.89
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