Drinking Water And Sanitation Department Tender
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Drinking Water And Sanitation Department - DWSD Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date16 Sep 2022
Closing Date23 Sep 2022
Tender AmountRefer Documents
Costs
EMD
₹ 16,000Document Cost
₹ 2,500Tender Fee
Refer Documents
Summary
Dwsd/skl/svs/13/2022-23(6th Call) Date- 15.09.2022 Group-02
Description
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Contact
Tender Id
2022_DWSD_61446_1Bid Award Id
ViewTender No
DWSD/SKL/SVS/13/2022-23(6th Call) Group-2Tender Authority
Drinking Water And Sanitation Department ViewPurchaser Address
-Website
http://https://jalshakti-ddws.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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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)
-
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(BCD-SOR-5.1.1+5.1.2)
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-
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Total=8.76m3
8.76
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153.84
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Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials ,labour ,royalty and taxes all complete as per building specification and direction of E/I(Mode of measurement compacted volume)(BCD-SOR-5.1.10)
-
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-
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Total=0.524m3
0.52
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415.58
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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
(BCD-SOR-5.6.1)
-
-
-
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Total=6.05m2
6.05
-
329.83
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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
-
-
-
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Total=0.605m3
0.75
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4492.36
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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.(BCD-SOR) Part- A 7.2 C Case 1
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(a)Foundation for Steel structure staging
-
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Footing (BCD-SOR-5.3.1.1)& Vertical Pedestal
-
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-
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4nosx0.90mx0.90mx0.25m=0.81 m3
2.36
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4858.76
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Cloumn
-
-
-
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COLUMN outer Portion
0.74
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5810.71
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Tie Beam (BCD-SOR-5.3.2.1)
-
-
-
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4nosx0.25mx0.25mx1.135m=0.284 m3
0.39
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5810.71
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(b)Foundation for Solar panel
-
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-
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Footing (BCD-SOR-5.3.1.1)
-
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-
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solar panel
0.2
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4858.76
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Vertical Pedestal SOR-5.3.2.1)
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-
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solar panel
0.12
-
5810.71
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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
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77259.94
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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.(Assuming 10%)
1
-
5443.02
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Galvaized steel structure
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-
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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
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104.34
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(I) LEG PIPE-91.5x91.5x4.8mm thick (square pipe)
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-
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4nos.x6mx13.7kg/m=328.80 kg
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(II) BASE PLATE-300mmx12mm thick (plate)
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4nos.x0.3mx28.26kg/m=33.91kg
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(III) STIFFENER-100mmx10mm of thick (flat)
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32nosx0.15m.x7.85kg/m=18.84 kg
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(IV) TOP FLANGE-300mmx10mm of thick (plate)
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4nos.x0.3mx23.55kg/m=28.26 kg
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-
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(V) FRAME BASE PLATE-300mmx8mm of thick (plate)
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4nosx0.3m.x18.84kg/m=22.61kg
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-
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(VI)UPPER STIFFENER-40mmx6mm of thick (flat)
-
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-
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16nos.x0.1mx1.9kg/m=3.04kg
-
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-
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(VII) a. GUSSET PLATE ON MAIN LEG-184mmx6mm of thick (plate)
-
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-
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32nos.x0.225mx8.7kg/m=62.64kg
-
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-
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b. GUSSET PLATE ON HORIZONTAL BRACING-178mmx6mm of thick (plate)
-
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-
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16nos.x0.244mx8.4kg/m=32.79kg
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-
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(VIII) HORIZONTAL BRACING-65mmx65mmx6mm of thick (angle)
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-
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16nos.x1.324mx4.9kg/m=103.80kg
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-
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(IX) DIAGONAL BRACING-50mmx50mmx6mm of thick (angle)
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32nos.x1.386mx3.8kg/m=168.54kg
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(X) UPPER STIFFNER-100mmx10mm of thick (flat)
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16nos.x0.15mx7.85kg/m=9.42kg
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(X) a. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)
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2nos.x2.5mx9.66kg/m=48.30kg
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-
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b. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)
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4nos.x1.363mx9.66kg/m=52.67kg
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c. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)
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4nos.x0.46mx9.66kg/m=17.77kg
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d. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)
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2nos.x9.66kg/m=5.78kg
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-
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e. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)
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-
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0.4965mx0.299mx16nos.x9.66kg/m=76.74kg
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-
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f. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)
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-
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Gusset Plate 244x178x6mm Thick 4 Nos
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4nos.x0.425mx9.66kg/m=16.42kg
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(XI) a. LADDER JOINT CLIET-65mmx65mmx5mm of thick (angle)
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2nos.x0.05mx4.9kg/m=0.49kg
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b. LADDER-35mmx35mmx5mm of thick (angle)
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4nos.x3mx2.7kg/m=32.40kg
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c. Horizontal Support Angle
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40x40x5mm Thick- 300mm Long 20 nos
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d. LADDER-35mmx35mmx5mm of thick (angle)
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2nos.x2.05mx2.7kg/m=11.07kg
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e. Horizontal Support Angle
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40x40x5mm Thick- 300mm 7 nos
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Horizontal Support Angle
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f. LADDER JOINT CLIET-40mmx40mmx5mm of thick (angle)
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2nos.x0.166mx3kg/m=1.00kg
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-
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(XII) a.FRAME RAILING PIPE-25mmx25mmx2.8mm of thick (square pipe)
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4nos.x2.05mx2.2kg/m=18.04kg
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b.FRAME RAILING PIPE-25mmx25mmx2.8mm of thick (square pipe)
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12nos.x0.775mx2.2kg/m=20.46kg
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(XIII) G.I. SHEET-2500mmx1250mmx3mm of thick
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2nos.x2.5mx29.5kg/m=147.50kg
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(XIV) FOUNDATION BOLT-20mm of thick (M20)
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16nos.x1.2mx2.47kg/m=47.42kg
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Total = 1414.78 kg
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Weight after Galvanising @ 4% = 30 kg
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(XV) HARDWARE (L.S.)
147.58
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104.34
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Total
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Steel Structure for Solar Panel
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(I) MAIN LEG PIPE-100mmx100mmx4.8mm thick (square pipe)
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1nos.x3mx15kg/m=45kg
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(II) BASE PLATE-300mmx12mm thick (plate)
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1nos.x0.3mx28.26kg/m=8.478kg
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(III) STIFFENER-100mmx10mm of thick (flat)
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4nosx0.15m.x10.78kg/m=6.468 kg
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-
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(IV) CLAMP-50mmx6mm of thick (flat)
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2nos.x0.35mx2.36kg/m=1.652 kg
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(V) RAFTER-91.5mmx91.5mmx4.5mm of thick (square pipe)
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1no.x1.8mx12.9kg/m=23.22 kg
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(VI) RAFTER JOINT PLATE-100mmx10mm of thick (flat)
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2nos.x0.2mx10.78kg/m=4.312 kg
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(VII) PERLIN-80mmx40mmx3.2mm of thick (tube)
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2nos.x3mx6kg/m=36 kg
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(VIII) PERLIN SUPPORT PIPE-25mmx25mmx2.6mm of thick (square pipe)
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-
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2nos.x1.58mx2kg/m=6.32kg
-
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-
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(IX) ADJUST MEMBER-25mmx25mmx2.6mm of thick (square pipe)
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-
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1nos.x1mx2kg/m=2kg
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-
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(X) PERLIN JOINT MEMBER-100mmx100mmx8mm of thick (angle)
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-
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2nos.x0.05mx10.2kg/m=1.02kg
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(XI) HARDWARE (L.S.)
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2kg
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-
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(XII) FOUNDATION BOLT-550mmx20mm of thick (round M-20)
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4nosx0.55m.x2.47kg/m=5.43kg
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Total = 141.90 kg
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Weight after Galvanising @ 4% = 147.58 kg
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Information board for IEC
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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)
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(I)Square Tube
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-
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25mmx25mmx3.2mm thick
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-
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2nosx1.50m=3.00m=3.00mx1.98kg/m =5.94kg
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-
-
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(II) Square Tube
-
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-
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25mmx25mmx3.2mm thick
-
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-
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3nosx1.20m=3.60m=3.60mx1.98kg/m =7.13kg
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-
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(III) M.S. Sheet 1mm thick.
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-
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1nosx1.50mx1.20m=1.80m2
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-
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=1.80m2x7.85kgp/m2 =14.13kg
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Total=27.20kg
27.2
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85.14
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5000 litre capacity HDPE water storage tank
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-
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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(DWSD item No-01 M)
5000
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6.2
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Transportation Charge
1
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1000
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Lifting of 2000 Litrs Capacity Tank up to 4.5m height with lifting tools with rope and labour
1
-
500
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Making hole in Tank
4
-
25
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Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
4
-
158.59
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Distribution Network
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-
-
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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)
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-
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For Rising Main
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-
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50 mm HDPE Pipe-
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-
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65 mm HDPE Pipe-
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-
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Distribution
-
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-
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63 mm HDPE Pipe-
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-
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50 mm HDPE Pipe-
-
-
-
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32 mm HDPE Pipe-
-
-
-
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20 mm HDPE Pipe-
-
-
-
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Total-
161.25
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152.45
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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
3.75
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878.79
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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- BCD-5.3.1.1
3.75
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4492.36
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Rising Main
-
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-
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Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler),
-
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-
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65mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main
15
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221
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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
15
-
157
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Distribution
-
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-
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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. PE-80 , PN- 10 (Item No-112M 1028)
-
-
-
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63 mm HDPE Pipe-
15
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148.99
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50 mm HDPE Pipe-
100
-
93.65
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32 mm HDPE Pipe-
200
-
38.31
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20 mm HDPE Pipe-
250
-
23
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Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end).DSR 18.17.5
-
-
-
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50 mm dia .
1
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776.07
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65mm dia
1
-
1328.66
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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. PE-80 , PN- 10
1
-
1850.02
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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)
-
-
-
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For Rising
-
-
-
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50 mm HDPE Pipe-
15
-
34
... More
65 mm HDPE Pipe-
15
-
41
... More
Distribution
-
-
-
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65 mm HDPE Pipe-
15
-
41
... More
50 mm HDPE Pipe-
100
-
34
... More
32 mm HDPE Pipe-
200
-
21
... More
20 mm HDPE Pipe-
250
-
11
... More
Providing 15 mm dia G.I. pipes
25
-
100.1
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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)
25
-
12.49
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Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. DWSD 3.1.13
-
-
-
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(1) Elbow
-
-
-
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(a) 15 mm dia.
50
-
72.77
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(2) Reducer Socket -
-
-
-
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(a) 20 x 15 mm dia.
25
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77.25
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(3) Nipple -
-
-
-
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(a) 15 mm dia.
50
-
71.68
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(4) Plain Socket -
-
-
-
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(a) 15 mm dia.
50
-
70.59
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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)
25
-
561.74
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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
-
-
-
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50 mm dia and weight not less than 1.5 Kg.
1
-
1370.28
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65 mm dia Full way valve
2
-
1328.66
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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
-
-
-
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15 dia and weight not less than 400 Gm
25
-
177.21
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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
-
-
-
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Full way valve chamber
1
-
1582.45
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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)
-
-
-
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1.20 M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform -
25
-
1320
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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(Annexture I )
1
-
2552
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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)
-
-
-
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85% of Excavated Qty. -
-
-
-
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Qty. As per item No. -1
137.06
-
86.32
... More
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)
25
-
54
... More
Solar submersible motor pump (SPV DC Type)
-
-
-
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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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-
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i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
-
-
-
... More
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.
-
-
-
... More
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.
-
-
-
... More
iv) The module mounting structure should be hot dip galvanized according to IS 4759.
-
-
-
... More
v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
-
-
-
... More
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)
-
-
-
... More
vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
-
-
-
... More
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.
-
-
-
... More
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.
-
-
-
... More
x) The motor pump set should have a 5 years warranty.
-
-
-
... More
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)
-
-
-
... More
xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
-
-
-
... More
xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.
-
-
-
... More
xiv) With third party inspection before dispatch.
-
-
-
... More
xv) Fitting, fixing & mounting on water tank steel structure.
-
-
-
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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.
-
-
-
... More
The following details should be marked indelibly on the motor pump set
-
-
-
... More
a) Name of the Manufacturer or Distinctive Logo.
-
-
-
... More
b) Model Number.
-
-
-
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c) Serial Number.
-
-
-
... More
Solar submersible motor pump (SPV DC Type)
-
-
-
... More
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
... More
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
... More
Supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old G.I. Pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the T/W in good condition with all transportation including unused taken out materials back in store all complete job as per direction of E/I.
(As per Model Estimate of Solar Energy based Mini WSS. TS done by SE, Ranchi Circle & Circle Gumla dt. 21.05.2019)
1
-
677.23
... More
Provision of solar night lamp.
1
-
1000
... More
Operation and maintanace for Five year
-
-
-
... More
Hence O & M Cost for 1st year (Excluding Repair Charges)
1
-
9000
... More
O & M cost for 2nd Year = O & M for 1st Yr + 6% of O&M for 1st Year + Annual repairing Charges
1
-
11581.93
... More
O & M cost for 3rd Year =1.06 x 2st year
1
-
12276.85
... More
O & M cost for 4th Year =1.06 x 3rd year
1
-
13013.46
... More
O & M cost for 5th Year =1.06 x 4th year
1
-
13794.27
... More
Provision of one no SIM card and rechargeing cost of RMC
5
-
800
... More
Driling Portion DT
-
-
-
... More
Construction for 115/125 mm dia drilled Tube-Well for drilling in all kinds of soil rock for installation of hand pump with D.T.H Rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant for making 125/115 mm dia boring etcand cost of transporting rig machine and other vehicle up to site work as per specification and direction of Engineer-in-charge.
-
-
-
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(a) Up to 30mtr. Depth bellow G.L. in Rural Areas
30
-
451
... More
(b) Beyond 30mtr. In Rural Areas
30
-
485.57
... More
Providing all equipments and labour for lowering 125mm dia blue UPVC Casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site.
15
-
12.38
... More
Supplying labour cement and calcium chloride or bentonite solution and equipments for Grouting to Casing Pipe all complete job including carriage of material to work site as per specification & direction of E/I
1
-
155.21
... More
Supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per direction E/I.
0.5
-
3140.17
... More
Supplying all materials labours and equipment including 125 mm dia GI/CI cap 125 mm dia T/W properly all complete and taking it out as per specification & direction of E/I. (the cap will be property of department)
1
-
123.2
... More
CIVIL PORTION :-
-
-
-
... More
Supplying all tools, equipment, labours and lowering 32 mm dia G.I. (Medium) pipe in DT in 3 mtr. Length all complete job as per direction of E/I. Including carriage of materials.
24
-
14.74
... More
Supplying all tools, Labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of E/I.
1
-
182.97
... More
Supplying all materials, labours for fitting and fixing of India Mark II Hand Pump with all accessories all job complete as per direction of E/I. Including carriage of materials.
1
-
139.15
... More
Supplying all materials, labours and equipment for constructing PCC (1:2:4) circular platform around each drilled tube well including 12mm thick cement plaster (1:4) with neat cement punning over exposed surface as per UNICEF design etc. all complete. Including carriage of materials.
1
-
6945.4
... More
Supplying all materials labour and equipment for constructing PCC (1:2:4) drain as per UNICEF Design etc. all complete .Including carriage of materials.
3
-
429
... More
Add Extra Item for Supplying tools, labours and materials for painting, numbering and year for construction of T/Well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of T/W such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet/format all complete as per direction of E/I.
1
-
500
... More
COST OF MATERIALS
-
-
-
... More
cost of standard I.S.I. mark Deep Well Hand Pump for India mark-II, I.S.I. 15500 (Part 2) / 2004 with latest revision including 12mm x 3 meter long 8 no. Connecting Rods made of bright bar electro-galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore well casing pipe.
1
-
9500.7
... More
Cost of 32 mm dia GI pipe (Medium) 3 Mtrs long screwed at both ends with seamless socket as per IS:1239(Part 1990).
24
-
275
... More
Cost of 125 mm dia blue UPVC Casing Pipe as per I.S.12818/2016 CML no.- 5543459
15
-
457.49
... More
Galvanised chain -link mess Fencing around Solar Panel
-
-
-
... More
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 eartrh up to 50m lead including all lifts all complete as per approved design and direction of E/I.
12
-
189.08
... More
Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening,mixing cement concrete in mixer and placing in position, vibrating, curing,taxes and royalty all compelete as per building specification direction of E/I.
0.85
-
3173
... More
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 concrete angle iron posts,its cutting and making holes,nuts and bolts) all complete as per specification and direction of E/I. 8 x 2 =16 Sq M
16
-
51
... More
Drilling 6 mm dia holes in M.S Angle iron for fixing of stables etc.as per building specification and direction of E/I.
48
-
8.22
... More
Labour for cutting of M.S Angle iron posts to required length,one end splitted as fish tailed in a length of 150 mm compelete as per building specification and direction of E/I.
8
-
25.69
... More
Supplying,fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post compelete as per building specification and direction of E/I.
48
-
8.13
... More
Supplying,fitting and fixing Galvanised chain -link mess having 3 mm thick wire cell type 40 x 40 mm fitted on M.S. angle frame with two diagonals having 25 x 25 x 5 mm size angle including cost of fabrication, providing necessary locking 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.
23.5
-
90.86
... More
Cost of Galvanised chain -link mess having 3 mm thick wire cell type 40 x 40 mm wt not less than 3.1 kg / Sq m - Lengh 8 M x 2 m high =16 M2 @ 3.1 kg/ M2=49.6 Kg say 50 Kg-
50
-
74.35
... More
Cost of 50 x 50 x 6 mm M.S. angle - 8 nos x 2.75 =24.75 @ 4.5 kg / m=99.18kg
100
-
50.6
... More
Galvanised chain -link mess Fencing around Solar Panel Carriage of Materials- 5%
1
-
990.05
... More
12% GST
1
-
84377.72
... More
1% labour Cess
1
-
7875.25
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