Drinking Water And Sanitation Department Tender

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Drinking Water And Sanitation Department - DWSD Tender

Works

Eprocure

Dumka, Jharkhand

Opening Date22 Jun 2024

Closing Date27 Jun 2024

Tender Amount₹ 9,37,929

Notes

Download

Costs

EMD
₹ 18,800
Document Cost
₹ 1,250
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2024_DWSD_87057_5
Bid Award Id
View
Tender No
DWSD/DUMKA-2/11/2024-25 (2nd Call)
Tender Authority
Drinking Water And Sanitation Department View
Purchaser Address
-
Website
http://https://jalshakti-ddws.gov.in/

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Documents

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Tender Notice-2660.5 kBTendernotice_2.pdf

Technical

Tender Notice-155.6 kBTendernotice_1.pdf

NIT

BOQ-1839.7 kBBOQ_117096.xls

BoQ

Document-147.6 kBTender_Detail_2024...Tender_Detail_2024_DWSD_87057_5.html

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BOQ Items

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View all details for FREE

Basic rate of 125mmdia Blue UPVC Casing pipe Confirming to I.S.I . latest revision IS(12818)/2016 C.M.L. No-5543459 (DWSD 108)

Quantity30

Rate17154

Amount 571.83

Supplying all materials, labour and inserting UPVC blue pipe 125 mm internal dia casing pipe for protecting the bore hole in over burden up to hard surface as per IS 12818-1392 with latest revision all complete job with taxes as per specification and direction of E/I. (DWSD 125)

Quantity30

Rate463

Amount 15.45

Supplying labour cement and calcium chloride or bentonite solution and equipment’s for grouting Casing pipe (DWSD 127)

Quantity1

Rate172

Amount 172.7

Supplying labour ,cement and calcium chloride or betonies solution and equipment’s for grouting to casing pipe after lowering in the bore etc .all complete as per specification and direction of E/I(DWSD 126)

Quantity0.5

Rate1962

Amount 3925.18

Supplying labours and equipment’s including 125mm dia G.I. Cap & fitting and fixing over the casing pipe of bore well properly and taking it out as per direction of E/(DWSD 128)

Quantity1

Rate154

Amount 154

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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Foundation for Steel structure staging

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4nosx1.10mx1.10mx1.45m=7.01m3

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Foundation for Solar panel

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1nox1.10mx1.10mx1.45m=1.75m3

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Total=8.76m3

Quantity8.76

Rate1465

Amount 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)

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Foundation for Steel structure staging

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4nosx1.10mx1.10mx0.08m=0.38m3

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Foundation for Solar panel

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1nox1.20mx1.20mx0.10m=0.144m3

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Total=0.524m3

Quantity0.52

Rate306

Amount 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

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4nosx1.10mx1.10m=4.84 m2

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Foundation for Solar panel

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1nox1.10mx1.10m=1.21m2

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Total=6.05m2

Quantity6.05

Rate2156

Amount 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

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Foundation for Steel structure staging

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1x2.50mx2.50mx0.10m=0.63 m3

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Foundation for Solar panel

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1nox1.10mx1.10mx0.10m=0.121m3

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Total=2.62m3

Quantity0.75

Rate3425

Amount 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.

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(a)Foundation for Steel structure staging

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Footing and Vertical Pedestal

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Raft (BCD-SOR-5.3.1.1)

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(1x2.335mx2.335mx0.25m)=1.36 m3

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4nosx0.50mx0.50mx1.00m =1.0 m3

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Total

Quantity2.36

Rate11709

Amount 4961.73

Column (BCD-SOR-5.3.2.1)

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Amount -

4nosx0.35mx0.35mx1.5m=0.74 m3

Quantity0.74

Rate4402

Amount 5989.72

Tie Beam (BCD-SOR-5.3.2.1)

Quantity-

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Amount -

4nosx0.30mx0.30mx1.085m=0.39 m3

Quantity0.39

Rate2335

Amount 5989.72

(b)Foundation for Solar panel

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Amount -

Footing (BCD-SOR-5.3.1.1)

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Amount -

1nox0.90mx0.90mx0.25m=0.202 m3

Quantity0.2

Rate992

Amount 4961.73

Vertical Pedestal (BCD-SOR-5.3.2.1)

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Amount -

1nox0.30mx0.30mx1.35m=0.122m3

Quantity0.12

Rate718

Amount 5989.72

Total=3.04m3

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Amount -

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.

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(a)Foundation for Steel structure staging

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As per Item-5, Total quantity of RCC=3.04m3

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Total quantity of Steel @ 120.00 kg/m3 =3.04m3x120.00 kg/m3=364.80kg or say 0.36on.

Quantity0.36

Rate29554

Amount 82096.54

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

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Amount -

Cement-10 KM (Avg. Lead)

Quantity1.59

Rate799

Amount 502.6

Steel-10 KM (Avg. lead)

Quantity3.6

Rate1809

Amount 502.6

Stone chips-20 KM (Avg. lead)

Quantity3.41

Rate1422

Amount 417.3

Sand-15 KM (Avg. lead)

Quantity2.32

Rate795

Amount 342.9

Bricks-10 KM (Avg. lead)

Quantity195

Rate161

Amount 0.83

For Structure :---

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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.

Quantity1391.06

Rate145143

Amount 104.34

(I) LEG PIPE-91.5x91.5x4.8mm thick (square pipe)

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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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(V) FRAME BASE PLATE-300mmx8mm of thick (plate)

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4nosx0.3m.x18.84kg/m=22.61kg

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(VI)UPPER STIFFENER-40mmx6mm of thick (flat)

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16nos.x0.1mx1.9kg/m=3.04kg

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(VII) a. GUSSET PLATE ON MAIN LEG-184mmx6mm of thick (plate)

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32nos.x0.225mx8.7kg/m=62.64kg

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b. GUSSET PLATE ON HORIZONTAL BRACING-178mmx6mm of thick (plate)

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16nos.x0.244mx8.4kg/m=32.79kg

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(VIII) HORIZONTAL BRACING-65mmx65mmx6mm of thick (angle)

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16nos.x1.324mx4.9kg/m=103.80kg

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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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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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e. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)

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0.4965mx0.299mx16nos.x9.66kg/m=76.74kg

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f. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)

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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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Amount -

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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Amount -

(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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Amount -

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

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Weight after Galvanising @ 4%

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(XV) HARDWARE (L.S.)

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Total

Quantity147.58

Rate15398

Amount 104.34

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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(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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2nos.x1.58mx2kg/m=6.32kg

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(IX) ADJUST MEMBER-25mmx25mmx2.6mm of thick (square pipe)

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1nos.x1mx2kg/m=2kg

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(X) PERLIN JOINT MEMBER-100mmx100mmx8mm of thick (angle)

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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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Amount -

(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

Quantity-

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Weight after Galvanising @ 4%

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Amount -

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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25mmx25mmx3.2mm thick

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Amount -

(Wt.@1.98kg/m)

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2nosx1.50m=3.00m=3.00mx1.98kg/m =5.94kg

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(II) Square Tube

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25mmx25mmx3.2mm thick

Quantity-

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(Wt.@1.98kg/m)

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3nosx1.20m=3.60m=3.60mx1.98kg/m =7.13kg

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(III) M.S. Sheet 1mm thick.

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(Wt.@7.85kg/m2)

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1nosx1.50mx1.20m=1.80m2

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Amount -

=1.80m2x7.85kgp/m2 =14.13kg

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Amount -

Total=27.20kg

Quantity27.2

Rate2592

Amount 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)

Quantity5000

Rate37150

Amount 7.43

Transportation Charge

Quantity1

Rate1000

Amount 1000

Lifting of 5000 Litrs Capacity Tank up to 4.00m height with lifting tools with rope and labour

Quantity1

Rate500

Amount 500

Making hole in Tank

Quantity4

Rate100

Amount 25

Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.

Quantity4

Rate634

Amount 158.59

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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Amount -

iv) The module mounting structure should be hot dip galvanized according to IS 4759.

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Amount -

v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided

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Amount -

vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)

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vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV

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viii) The suction/delivery pipe shall be UPVC / H.D.P.E. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg/Sq cm- PE 100 grade for pump up to 3HP & 10 Kg/Sq cm- PE 100 grade for 5 HP.

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ix) All cable used shall be as per IS 694. Suitable size of cable shall be used in sufficient length for inter connection between the SPV array to SPV controller and SPV controller to solar power pump. Provision of cable shall be as per IS 14536.

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x) The motor pump set should have a 5 years warranty.

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xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)

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xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.

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xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.

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xiv) With third party inspection before dispatch.

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xv)Provision for web based remote monitoring of the pumps to be installed must be made through the inbuilt controllers . It should be possible to ascertain the daily water output, the power generated by PV Array ,the Up and down time of the pump during the year, number of days the pump was unused or under breakdown repairs.

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The following details should be marked indelibly on the motor pump set

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a) Name of the Manufacturer or Distinctive Logo.

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b) Model Number.

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c) Serial Number.

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Solar submersible motor pump (SPV DC Type)

Quantity-

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Amount -

2 HP (DC Pump) with 1800 WP (minimum) as per MNRE.Head Max Shut-off head 100 mtrs.

Quantity1

Rate170820

Amount 170820

Provision of solar night lamp.

Quantity1

Rate1000

Amount 1000

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)

Quantity-

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Amount -

For Rising Main

Quantity-

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Amount -

40 mm GI Pipe-

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Amount -

40 mm HDPE Pipe-

Quantity-

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Amount -

Distribution

Quantity-

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Amount -

50 mm GI Pipe-

Quantity-

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50 mm HDPE Pipe-

Quantity-

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Amount -

32 mm HDPE Pipe-

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20 mm HDPE Pipe-

Quantity-

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Amount -

Total-

Quantity193.75

Rate29118

Amount 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

Quantity2.25

Rate2150

Amount 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- BCD-5.3.1.1

Quantity2.25

Rate11163

Amount 4961.73

Rising Main

Quantity-

Rate-

Amount -

Manufacture, supply and Delivery of following :

Quantity-

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Amount -

40 mm dia -GI Pipes(TATA mark or equivalent) as per IS-1239 (Part-01)/2004 ISI Marked/Medium Quality

Quantity10

Rate3300

Amount 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

Quantity100

Rate7574

Amount 75.74

Distribution

Quantity-

Rate-

Amount -

50 mm dia -GI Pipes(TATA mark or equivalent) as per IS-1239 (Part-01)/2004 ISI Marked/Medium Quality

Quantity15

Rate6063

Amount 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)

Quantity-

Rate-

Amount -

50 mm HDPE Pipe-

Quantity150

Rate17556

Amount 117.04

32 mm HDPE Pipe-

Quantity200

Rate9514

Amount 47.57

20 mm HDPE Pipe-

Quantity300

Rate7500

Amount 25

Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end).DSR 18.17.5

Quantity-

Rate-

Amount -

50 mm dia .

Quantity1

Rate776

Amount 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)

Quantity-

Rate-

Amount -

For Rising

Quantity-

Rate-

Amount -

40 mm GI Pipe-

Quantity10

Rate1015

Amount 101.55

40 mm HDPE Pipe-

Quantity100

Rate3100

Amount 31

Distribution

Quantity-

Rate-

Amount -

50 mm GI Pipe-

Quantity15

Rate1627

Amount 108.52

50 mm HDPE Pipe-

Quantity150

Rate5550

Amount 37

32 mm HDPE Pipe-

Quantity200

Rate4600

Amount 23

20 mm HDPE Pipe-

Quantity300

Rate3600

Amount 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.

Quantity20

Rate2402

Amount 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)

Quantity20

Rate271

Amount 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

Quantity-

Rate-

Amount -

(1) Elbow

Quantity-

Rate-

Amount -

(a) 15 mm dia.

Quantity40

Rate3231

Amount 80.78

(2) Reducer Socket -

Quantity-

Rate-

Amount -

(a) 20 x 15 mm dia.

Quantity20

Rate1677

Amount 83.89

(3) Nipple -

Quantity-

Rate-

Amount -

(a) 15 mm dia.

Quantity40

Rate3127

Amount 78.19

(4) Plain Socket -

Quantity-

Rate-

Amount -

(a) 15 mm dia.

Quantity40

Rate3079

Amount 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)

Quantity20

Rate12465

Amount 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

Quantity-

Rate-

Amount -

50 mm dia and weight not less than 1.5 Kg.

Quantity1

Rate1552

Amount 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

Quantity-

Rate-

Amount -

15 dia and weight not less than 400 Gm

Quantity20

Rate3991

Amount 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

Quantity-

Rate-

Amount -

Full way valve chamber

Quantity1

Rate1712

Amount 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)

Quantity-

Rate-

Amount -

1.20 M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform -

Quantity20

Rate28007

Amount 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 )

Quantity1

Rate2718

Amount 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)

Quantity-

Rate-

Amount -

85% of Excavated Qty. -

Quantity-

Rate-

Amount -

Qty. As per item No. -1

Quantity164.69

Rate14216

Amount 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)

Quantity20

Rate1080

Amount 54

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

Quantity12

Rate1868

Amount 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

Quantity0.85

Rate3874

Amount 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

Quantity16

Rate880

Amount 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

Quantity48

Rate433

Amount 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

Quantity8

Rate225

Amount 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.

Quantity48

Rate404

Amount 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

Quantity23.5

Rate2797

Amount 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-

Quantity50

Rate3722

Amount 74.45

Cost of 50 x50 x6 mm M.S angle-8nos x 2.75=24.75 @ 4.5 Kg/m=99.18 kg

Quantity100

Rate5060

Amount 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.

Quantity-

Rate-

Amount -

Cement Lead 10 Km (Avg.)

Quantity0.28

Rate140

Amount 502.6

Sand Lead 15 Km (Avg.)

Quantity0.38

Rate130

Amount 342.9

Stone Chips Lead 20 Km (Avg.)

Quantity0.76

Rate317

Amount 417.3

Annual Operation & Maintenance for 5 years.

Quantity-

Rate-

Amount -

Hence O & M Cost for 1st year (Excluding Repair Charges)

Quantity1

Rate9000

Amount 9000

O & M cost for 2nd Year = O & M for 1st Yr + 6% of O&M for 1st Year + Annual repairing Charges

Quantity1

Rate10221

Amount 10221.3

O & M cost for 3rd Year =1.06 x 2st year

Quantity1

Rate10834

Amount 10834.6

O & M cost for 4th Year =1.06 x 3rd year

Quantity1

Rate11484

Amount 11484.6

O & M cost for 5th Year =1.06 x 4th year

Quantity1

Rate12173

Amount 12173.7

Provision of one no SIM card & its recharging cost for RMC

Quantity5

Rate4000

Amount 800

Add 18% GST

Quantity1

Rate141657

Amount 141657.4

Add 1% Labour Cess

Quantity1

Rate9286

Amount 9286.43

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