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 Date27 Aug 2024
Closing Date2 Sep 2024
Tender Amount₹ 18,42,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete

3.46

-

5057.7

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Reinforced cement concrete 1:1.5:3mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete

-

-

-

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A) Items 1.50m to 4.50m below GL

7.58

-

8989.83

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0m to 1.50m below GL

1.75

-

8860.14

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0m to 4.50m above GL

2.83

-

8989.93

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4.50 m to 7.32 m above GL

2.22

-

9120.51

... More
7.32 m to 10.98 m above GL

2.53

-

9274.51

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10.98 m to 14.64 m above GL

11.4

-

9274.51

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14.64 m to 18.30 m above GL

3.09

-

9428.51

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Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical

-

-

-

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Plain Surface

-

-

-

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Below GL

20.76

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1033

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From GL to 3.30m

26.39

-

1033

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From 5.30m to 6.30m above GL

11.96

-

1133.24

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From 8.30m to 9.30m above GL

11.96

-

1233.48

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From 11.30m to 12.30m

39.93

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1333.72

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Square Column:

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-

-

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Square Column Below GL and upto 3.30m above GL

21.6

-

1239.6

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3.31m to 4.30m ht

4.8

-

1273.01

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4.31m to 5.30m ht

4.8

-

1306.43

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5.31m to 6.30m ht

4.08

-

1339.84

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6.31m to 7.30m ht

4.8

-

1373.25

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7.31m to 8.30m ht

4.8

-

1406.67

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8.31m to 9.30m ht

4.08

-

1440.08

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9.31m to 10.30m ht

4.8

-

1473.49

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10.31m to 11.30m ht

4.8

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1506.91

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11.31m to 12.30m ht

0.48

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1540.32

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Curved Surface - upto 3.30m ht.

79.24

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1549.5

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Floor Slab Sides

3.5

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1649.74

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Supply, fabrication, placing in position of steel rods cutting tying etc. complete including cost of reinforcement RTS rods.

6

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89957.1

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Painting two coatsto the exposed surface of SR using cement paint

160.43

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249.06

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Providing M.S Ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30 cm centre to centre etc as per approved design

1

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133589

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Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc complete

1

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3100

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Providing PVC ventilating arrangements mosquito proof nylon net with 110mm PVC cowl and as directed by Departmental Officers

2

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500

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Providing cut stone slab in CM 1:3 of size 0.3 m x 0.3 m x 0.15 m and as directed by TWAD Board officers

1

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100

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Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers

1

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1334

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65m dia GI Pipe for inlet connection& outlet

30

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582.2

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65mm dia GI Pipe for over flow and rain water harvesting pipes

6

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582.2

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50mm dia GI Pipe for scour pipes

12

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455.2

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65mm dia GM Gate valve

1

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3487.8

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50mm dia GM Gate valve

1

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2278.1

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50 mm dia Flange set

1

-

88.2

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65mm dia GI Tee

2

-

432.7

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65mm dia GI coupling

2

-

248.6

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65mm dia GI flange set

1

-

108.2

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65mm dia GI Elbow

4

-

333.9

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50 mm dia GI Elbow

1

-

185.2

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Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers

40.3

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42.85

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Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001 Size of Earth work ( 1x0.60x1.05m)

234.36

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280.13

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Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of works

-

-

-

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a. 90 mm OD PVC Pipe 6 KSC

372

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100.4

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Conveying the PVC Pipes and specials to trench lowering into the trenches, laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste and testing to the required pressure as per IS including conveyance etc

-

-

-

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a.90mm OD PVC Pipe 6 KSC

372

-

20.2

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Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.

-

-

-

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a. 90mm OD PVC Pipe 6 KSC

234.36

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38.95

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Provision for Name Board charges

1

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2000

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Provision for photographic charges

1

-

1000

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

1

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-



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