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 Date14 Aug 2024
Closing Date28 Aug 2024
Tender Amount₹ 29,97,000 
Notes
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Costs

Summary

Construction Of 60000 Litre Oht(12m Staging Height) At Kattalaikudiyiruppu Village At

Description

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BOQ Items

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DO_NOT_SHOW

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2 nd Depth

10.21

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

2.92

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

4.37

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Reinforced Cement Concrete 1:1.5:3 (one cement , one and half sand and three aggregate) using 20MM HBGS Metal excluding cost of reinforcement,centering,shuttering but including cost of mixing concrete,placing, vibirating with mechanical vibrator, finishing curing etc., complete as directed by departmental officers

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1.50 m to 4.50m below G.L

10.53

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0 m to 1.50m below G.L

2.65

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0 m to 4.50m above G.L

4.11

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4.50 m to 7.32 m From G.L

3.29

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Above GL (+7.320 - +10.980m)

3.7

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10.98 m to 14.64 m From G.L

16.5

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14.64 m to 18.30 m From G.L

8.23

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Supplying and eracting steel centering for sides and soffits including necessary supports and shuttering to the required height for RCC items using MS sheets or suitable size of BG 10 stiffened with welded MS angles of size 25mmx25mmx3mm of boarfing,laid over silver oak joints of size 10cmx6.5 cm spaced at 90 cm center to center and supported by casuarina props 10 cm to 13 cm dia spaced at 75 cm center to center complying with standard specification etc complete and as directed by departmental officers

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PLANE SURFACE

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Below G.L

29.07

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G.L to 3.30 M

17.07

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5.30 to 6.30 m

17.07

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8.30 to 9.30 m

17.07

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3.30 to 4.30 m

21.48

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11.31 to 12.30 m

56.16

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CURVED SURFACE

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UP to 3.30 m ( For Side Wall, & Floor slab sides and Haunch )

96.35

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UP to 3.30 m (For Side Wall, Roof Slab sides )

19.03

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SQUARE COLUMN

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Below G.L

7.44

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0 m to 3.30 m

17.52

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3.31 m to 4.30 m

5.6

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4.31 m to 5.30 m

5.6

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5.31 m to 6.30 m

4.48

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6.31 m to 7.30 m

5.6

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7.31 m to 8.30 m

5.6

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8.31 m to 9.30 m

4.48

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9.31 m to 10.30 m

5.6

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10.31 m to 11.30 m

5.6

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11.31 m to 11.31 m

0.56

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Exterior Emulsion painting two coats with best approved quality and colour paint over one coat of Base coat including cost and convyance of all materials to work site and labour charges etc., complete.

238.83

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Supplying fabiricating and placing in position of HSD Steel rods for reinforcement including the cost of steel and binding wire etc complete and as directed by departmental officers . RTS rod - Vide CE/NR/Vellore circular No 700 / AE5 /P&D/NR/Dt29.5.01

60.37

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

49.21

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Providing MS Ladder & Hand rails arrangements in 60,000 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 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete cur

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

3

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Providing manhole cover of size 1x1 0.75 X 0.75 M 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.

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Supply of GI Pipes for OHT Connections 65 mm dia

80.1

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65mm Ø GI Elbow

8

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65mm Ø GI coupling

19

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65mm Ø GI Flange Set

4

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65mm Ø GM Gate valve

3

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Earth work excavation in all clauses of soils with initial lead and lift except hard rock requiring blasting etc., complete for foundation as per SS 20B.

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For first depth of 2m

3.26

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For Core wall

0.94

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Cement concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete

2.78

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Brick work in CM 1:5 mix using third class country bricks of size 8 3/4 x 4 1/4 x 2 3/4 including all cost and conveyance of materials and labour charges etc., complete

2.37

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Plastering with CM 1:5 mix using to 12mm thick including all cost and conveyance of all materials and all labour charges etc., complete.

10.68

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Collection and supply of 40mm HBG metal and filling in to the recharge pits including cost and conveyance to the site and all labour charges for filling as per standard specifications.

1.85

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Cement concrete 1:2:4 mix using 20mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete

2.17

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S/D 75mm 4KSC PVC Pipe

756

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Cutting of old Cement Concrete road for laying the 63mm pvc pipe including labour charges etc complete

52.5

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Earth work excavation with an initial lead and lift in hard stiff clay, black cotton, hard red earth, sub murram gravel, stone and earth mixed boulders as per SS20B for pipe laying work.

423.78

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Refilling the excavated portions for Pipe Laying works with excavated earth as per ss20 B etc., complete.

420.44

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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 for 10 cum.

30

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Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum

22.5

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Labour charges for Laying of GI, PVC rigid pipes with lead of 200m lowering into trench, laying in proper grade, alignment, jointing PVC coupler with specials and tested to the required pressure including conveyance of water upto 1km lead during the testing etc., complete.

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75mm PVC Pipes 4Ksc

756

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GST Amount for providing Service to Government Contract Works for the above RENEWAL Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

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