Rural Development And Panchayat Raj Department Tender

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Rural Development And Panchayat Raj Department - RDPR Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date29 Oct 2024
Closing Date6 Nov 2024
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Second depthof 1m

5.81

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Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by TWAD Board officers.

2.9

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Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers.

2.9

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RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Department

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For footing below G.L (1.50m to 4.50m below GL)

4.25

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For Column and Brace upto G.L (0m to 1.50m Below GL)

1.49

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For Column and Brace I (0m to 4.50m Below GL)

2.57

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For Column and Brace II (4.50m to 7.32m Below GL)

1.97

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For Column and Brace III (7.32 m to 10.98m Below GL)

2.27

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For Column beam floor slab side wall from 10.98m to 14.64m from GL

11.09

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For items above 14.64m & up to 18.30m from GL

2.98

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Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding

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PLANE SURFACES

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Below G.L.

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For Column footing and GL Brace

14.26

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ABOVE G.L. to 3.30m - For Brace I

10.26

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5.30m . to 6.30m - For Brace II

9.67

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6.30m . to 7.30m - For Brace II

0.59

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8.30m . to 9.30m - For Brace III

8.49

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9.30m . to 10.30m - For Brace III

1.77

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11.30m . to 12.30m - For Floor beam and Bottom of floor salb

35.99

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14.30m . to 15.30m - For Roof slab

14.03

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Square column

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For Column Below G.L.

7.2

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For Column- (Ground level to 3.30 m)

22.32

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For Column -( 3.30m to 4.30m)

4.8

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For Column -( 4.30m to 5.30m)

4.8

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For Column -( 5.30m to 6.30m)

4.14

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For Column -( 6.30m to 7.30m)

4.74

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For Column -( 7.30m to 8.30m)

4.8

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For Column -( 8.30m to 9.30m)

4.26

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For Column -( 9.30m to 10.30m)

4.62

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For Column -( 10.30m to 11.30m)

4.8

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For Column -( 11.30m to 11.40m)

0.72

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Curved Surface

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For Side wall & Floor salb sides and Haunch - (11.30 to 12.30m)

15.94

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For Side wall - (12.30 to 13.30m)

26.2

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For Side wall - (13.30 to 14.30m)

26.2

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For Side wall and Roof slab Sides- (14.30 to 15.30m)

15.75

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Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by TWAD Board officers.

43.14

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Painting two coats with approved cement paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by Department officers

181.87

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provididng MS Ladder & Handrails arrangements in 30000 lits. Capacity OHT with 12.00m staging Height.

1

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Providing and fixing of RCC inner access ladder in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by Department officers.

1

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Providing manhole cover of size 1x1 0.75 X 0.75M in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by Department officers.

1

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Providing GI ventilating arrangements mosquito proof nylon net with 50 mm GI pipes and cowl and as directed by Department officers

2

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Painting Departmental embalam 1 x 1 on the SR with enamel Paint as per Boards Sepcification and as Directed by Deparmaent officers.

1.8

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Supply and Delivery of following pipes and specials for OHT Connection

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Supply of GI Pipes for OHT Connection 65mm dia

62

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Supply & Delivery of 65mm Ø GM Gate valve

2

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Supply & Delivery of 65mm Ø GI Tee

3

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Supply & Delivery of 65mm Ø GI Coupling

12

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Supply & Delivery of 65mm Ø GI Bend

9

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Supply & Delivery of 75mm Ø T.Coupler PVC

5

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Supply & Delivery of 80mm x 65mm G.I Reducer (M)

4

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Supply & Delivery of 65mm Ø GI flange Set

6

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Labour charges for fixing of G.I Pipes & Specials for OHT pipe connection as directed by the Departmental officers

1

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Refilling the foundation with excavated earth including consolidation as directed by the Departmental officers.

33.58

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Construction of Rain water Harvester ( Sub Est)

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Brick work in CM 1:5 (one cement and five sand) using country bricks of size 8.75" X 4.25" X 2.00" including cost of all materials, labour charges, curing etc., complete and as directed by Departmental officers.

0.15

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Plastering with C.M. 1:5(One part of cement and Five parts of sand) with 12mm thick over brickwork portion including labour charges for mixing finishing and curing etc., complete and as directed by Departmental officers.

3.63

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Plastering with C.M. 1:3 with 10mm thick including labour charges for mixing finishing and curing etc., complete and as directed by Departmental officers.

13.85

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Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Department Officers.

1.4

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Supply and fixing of PVC Grating of size 20 x 20 cm for fixing the roof of the reservoir.

1

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Soak Pit

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Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart

1.8

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Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Dipartment officers.

0.09

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Brick work in CM 1:5 (one cement and five sand) using country bricks of size 8.75" X 4.25" X 2.00" including cost of all materials, labour charges, curing etc., complete and as directed by Departmental officers.

0.8

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Supply and filling 40mm HBG stone as per specification and as directed by Department Officers

0.47

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Supply and filling 20mm HBG stone as per specification and as directed by Department Officers

0.24

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Supply and filling sand as directed by Department Officers

0.12

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Plastering with C.M. 1:5 with 12mm as directed by Departmental officers.

5.09

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Supplying , Delivery and fixing of splash pad of size 500 x 500mm at the flow junction point with recharge pit ( 1:3:6-20mm)

1

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Supply and delivery of 63mm PVC 4 KSC Pipe

6

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E.W Excavation in all type of soil and laying of 63mm PVC pipes jointing testing Complete re-filling as directed by Departmental officers.

6

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Pre cast RCC 1:1.5:3 cover salb of size 1.45 x 0.06m Size 1 no using 20mm HBG stone excluding cost of steel fabrication etc., Complete- For Cover Salb.

0.08

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Steel shuttering charges precast RCC cover salb

0.23

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Supply and fabrication and placing in position of RTS rods including cost steel and binding wire etc., complete.

0.06

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Laying of 90mm & 63mm PVC Pipe Line (Sub Est)

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Supply and delivery of following pipes

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Pumping Main & Distribution System

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90mm OD PVC 6Ksc Pipe

12

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63mm OD PVC 4Ksc Pipe

24

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50mm GI pipe

6

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Earth work excavation and depositing on bank with initials lead of 10 m and initial llift of 2m in ordinary soils for a depth of 1.05 m and width of 0.60 m for Pipe Laying works

36

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LoweringPVC/DWSCrigidpipesandspecials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste.

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90mm OD PVC 6Ksc Pipe

12

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63mm OD PVC 4Ksc Pipe

24

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Refilling the trenches with excavated earth after pipes are laid as directed by Department officers

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90mm OD PVC 6Ksc Pipe

12

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63mm OD PVC 4Ksc Pipe

24

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Supply and Delivery of following PVC / GI Specials

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50mm GI Elbow

4

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90mm dia PVC Bend 4 Ksc

2

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90mm dia PVC T Coupler

2

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63mm OD PVC Bend 4Ksc

2

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63mm x 50mm dia PVC T Coupler

2

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63mm dia PVC Tee 4 Ksc

1

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63mm Dia PVC end cap

1

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Construction of Platform Arrangements for 30000 litres OHT ( Sub Est)

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Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B

3.68

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Supplying and filling with best river sand including watering ramming and consolidation etc.,complete

1.23

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Cement concrete works 1:4:8 mix using 40mm size for levelling course for foundation,Basement including mixing, placing, finishing, curing etc., complete.

1.14

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Brickwork in Cement Mortar in 1:5(one part of cement and five part of sand) using country bricks of size 8.75" x 4.25" x 2.25" for Basement and steps including curing etc.complete

0.9

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Cement concrete works 1:2:4 mix using 20mm size for levelling course for foundation,Basement including mixing, placing, finishing, curing etc., complete.

0.87

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Plastering with Cement Mortar 1:5 (one part of cement and five part of sand) 12mm thk. Including labour charges for mixing,finishing, curing etc.complete

6.03

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Provision of Supply and fixing of Water Meter ( Sub Est)

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Provision for 50 mm Water meter - TWAD SOR PAGE 81 , 16 clause

1

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Water meter Dirt BOX

1

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Water meter erection charges

1

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Provision for Name Board Charges

1

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GST 18 % Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST 18 % Amount for total overall quoted amount above this row in column "BB" for all works in this package}

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