Rural Development And Panchayat Raj Department Tender

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Rural Development And Panchayat Raj Department - RDPR Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date30 Jul 2024
Closing Date1 Aug 2024
Tender Amount₹ 44,01,000 
Notes
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Costs

Summary

Construction Of New Oht 100000 Lit. Teachers Colony H/o Elakkiampatty Pt.po12

Description

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BOQ Items

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DO_NOT_SHOW

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Second depth of 0.35m

17.57

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Sand filling with clear river sand including watering, consolidation etc.,complete for Foundation as directed by Bdo officers

10

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

10

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RCC 1:11/2:3 using 20mm HBG Metal excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing

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Below 1.50m from GL For rectangular portion For trapezoidal portion Centre Column Footing For trapezoidal portion

22.14

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Upto GL Circumferential braces Rasial braces

2.95

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Above Gl and Upto 4.50m Height Outer Columns Centre Column Braces at 3.20m ht above GL Circumferential braces

7.84

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Above 4.50m and upto 7.32m Ht from GL Outer Column Braces at 6.95 ht above GL Circumferential braces Radial braces

5.8

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Above 7.32m and upto 10.98m Ht from GL Outer Columns Centre Column Braces at 6.95 ht above GL Radial braces Floor Ring beam at 10.90m ht above GL

4.85

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From 10.98m upto 14.64m ht above GL Centre Column head at 10.90m ht above GL Column drop outside tank Floor Ring beam at 10.90m ht above GL Floor Slab from 11.60m to 11.85m above GL Central column inside the tank Column drop insides the tank d/f for manholes

36.5

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Provinding steel centering using MS plates of size 90cmx60cm 13 grade to 10 grade thick welded with 25mmx25mmx3mm MS angles supported with country wood stantling of size 10cmx6.5cm at 90 cm C/C strutting with casurina props of 100m to 13cm dia as directed by Board Officers.

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SQARE Surface.

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Columns below GL and above GL upto 3.30m ht

45.7

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Columns above 3.30m upto 4.30m ht from GL

8.47

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Columns above 4.30m upto 5.30m ht from GL

9.6

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Columns above 5.30m upto 6.30m ht from GL

9.6

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Columns above 6.30m upto 7.30m ht from GL

8.29

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Columns above 7.30m upto 8.30m ht from GL

9.41

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Columns above 8.30m upto 9.30m ht from GL

9.6

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Columns above 9.30m upto 10.30m ht from GL

9.6

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Columns above 10.30m upto 10.90m ht from GL

5.76

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Plane Surface

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Below G.L and upto 3.30m ht above GL Braces @ GL Radial braces Brace @ 3.20m above GL Radial braces

99.05

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From 3.30m to 4.30m ht above GL

17.69

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From 6.30m to 7.30m ht above GL

28.01

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From 7.30m to 8.30m ht above GL

2.95

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From 10.30m to 11.30m ht above GL

9.23

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From 11.30m to 12.30m ht above GL

56.13

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Circular Surface

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Centre Below Gl and Above GL to 3.30m

7.43

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Centre Column From 3.30m to 4.30m Height

1.03

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Centre Column From 4.30m to 5.30m Height

1.26

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Centre Column From 5.30m to 6.30m Height

1.26

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Centre Column From 6.30m to 7.30m Height

1

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Centre Column From 7.30m to 8.30m Height

1.22

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Centre Column From 8.30m to 9.30m Height

1.26

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Centre Column From 9.30m to 10.30m Height

1.26

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Centre Column From 10.30m to 10.90m Height

0.75

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Curved Surface

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Upto 3.30m height (From Floor Slab)

146.97

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From 10.30m to 11.30m Heightt

20.34

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10.30m to 12.30m Height

13.85

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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 Board officers.

12.62

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Painting two coats using ready mixed Plastic Emulsion paint inlcuding priming coat including cost and conveyance of all materials to site and all labour charges etc comoplete

350.36

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Supplying and Fixing in Position of Cut Stone set in Cm 1:3 using well dressed cut stone supporting inlet pipe inside the tank and as directed by the officers

1

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Provision for pipe connection arrangements for inlet outlet, scour and overflow etc., includeing cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint etc., complete as detailed below.

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For Inlet Arrangements

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80mm GI Pipes

24

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80mm GI Coupling

3

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80mm GI Bend

3

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80mm GI Flange Set

2

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For Outlet Arrangements

-

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80mm GI Pipes

24

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80mm GI Coupling

3

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80mm GI Bend

4

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80mm GI Flange Set

4

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80mm GM Gate Valve

1

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65mm GM Gate Valve

2

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For Source Arrangemets

-

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80mm GI Pipes

18

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80mm GI Coupling

2

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80mm GI Bend

1

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80mm GI Flange Set

1

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80mm GM Gate Valve

1

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For Overflow Arrangemets

-

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80mm GI Pipes

12

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80mm GI Coupling

2

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80mm GI Bend

2

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80mm GI Flange Set

2

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Fabrication,supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6m MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre welded, jointed etc., providing with suitable side supports, clamps, and locking arrangements provided with one coat of red oxide paint for providing access to roof top of 10,000 lit. capacity OHT of suitable inclined length, including bottom anchorage and 6transportation and as directed by Board officers.

1

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Supply and delivery and fixing position of CI man hole cover and frame of Size 60x60cm on roof slab and as directed by the officers The manhole frame and cover should be of light duty and conforming to ISI 1726/1974

1

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Supply and Delivery and Fixing in Position of 150mm dia AC Ventilators on the roof Slab and as directed by the officers

2

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Refilling the Foundation for Service reservoir with excavated earth (other than sand) in layers of 15cm thick well rammed,watering and consoildating etc Complete complying with standard Specification as directed by the officers

140.89

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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., to required height and clear width of 45cm consisting of two Nos. of vertical post of 10cm x 15cm and step slab of 25mm x25mm etc., complete and as directed by Board officers.

1

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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

980.1

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Supply of 63mm PVC Pipes including cost and conveyance of all materials to site and all labour charges etc., completed.

2420

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Labour charges for laying and joining 40mm HDPE Pipes including all labour charges for laying pipes in proper alingment and gradient including cost of solvent cement etc., complete.

2420

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Refilling with excavated earth after laying of pipes including all labour charges Solvent cement etc., complete.

972.56

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Name board

1

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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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