Irrigation And CAD Department Tender

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Irrigation And CAD Department Tender

Works
Civil And Construction
Excavation
Water Storage And Supply
Opening Date3 Jul 2024
Closing Date19 Jul 2024
Tender Amount₹ 1,95,44,902 
Notes
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Costs

Description

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BOQ Items

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Excavation in hard rock (including F&F rock) requiring blasting including boulders above 0.6 m upto 1.2 m dia. for canals, seating of embankment, filter drain / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated rock in dump area or for formation of service road as directed etc., complete with lead upto 1 km and all lifts. (IRR-CAW-1-5) As directed by the Engineer-in-Charge.

1.23

334

271.5

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Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser (0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) (IRR -CCDW-2-5) As directed by the Engineer-in-Charge.

121.58

725808

5969.8

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Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates with placing and sinking plums of size 150 to 80 mm upto 15 percent for gravity type retaining walls / piers / abutments etc., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.765cum, Blending Ratio of CA--50:30:20, FA : 0.34 cum, plums of size 150 to 80 mm : 0.25cum) (IRR-CCDW-2-21) As directed by the Engineer-in-Charge.

56.19

407597

7253.9

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Providing and Constructing 30 cm thick dry rubble stone pitching ncluding cost of all materials,labour,hand packing, finishing etc.,complete ( rubble stones : 0.33 cum/sqm) IRR-CAW-8-4 As directed by the Engineer-in-Charge.

2941.2

3701500

1258.5

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Providing and constructing 225 mm thick dry rubble stone pitching including cost of all materials, labour, hand packing, finishing etc., complete ( rubble stones : 0.2475 cum/sqm) (For Maintenance Works) IRR-CAW-8-2A As directed by the Engineer-in-Charge.

1450

1597030

1101.4

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Cost and Supply of 600 mm dia RCC Socket and Sspigot (NP3- class) Hume Pipes including cost and conveyance of all materials to site fo work as directed by the Department. As directed by the Engineer-in-Charge.

5

12578

2515.5

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Cost and Supply of 150 mm dia RCC (NP2- class) Hume Pipes including cost and conveyance of all materials to site fo work as directed by the Department. As directed by the Engineer-in-Charge.

20

4328

216.4

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Cost and supply of Collars 150 mm dia as directed by the Department. As directed by the Engineer-in-Charge.

5

235

47

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Providing and laying insitu M- 20 ( 28 days cube compressive strength not less than 20 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m and all lifts. Requirement of materials : For 1 cum CC :- Coarse aggregates : 0.80 cum, Blending ratio : 65 :35 Fine aggregate : 0.45 cum, Cement content : 330 kg Super plasticizer : 1.32 kg IRR-CCDW-2-26 As directed by the Engineer-in-Charge.

0.7

4362

6230.73

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Providing rubble and Murum filling in layers of 22.5 to 30 cm including cost of all materials, machinery, labour, watering, ramming etc., complete with initial lead upto 50 m and all lifts. IRR-CAW-5-2 (gravel backing) As directed by the Engineer-in-Charge.

46

64754

1407.7

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Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content : 310 kg / cum ) IRR-CCDW-2-7 As directed by the Engineer-in-Charge.

25

165925

6637

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Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for columns and beams including cost of all materials, labour, machinery,formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating,finishing, curing etc.,complete with initial lead upto 50 m and all lifts.IRR-CCDW-2-25 As directed by the Engineer-in-Charge.

22.38

221159

9882

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Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded , aggregates for troughs including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.IRR-CCDW-2-27 As directed by the Engineer-in-Charge.

200

1789120

8945.6

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Providing, fabricating and placing in position reinforcement steel bars for RCC works including, cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required,tying with1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc.,complete with initial lead upto 50 and all lifts.IRR-CCDW-2-1 As directed by the Engineer-in-Charge.

28935

2511558

86.8

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Laying and jointing 600 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 24.8 kg / joint, FA : 0.025cum/joint, Hemp Yarn : 0.22kg/joint) As directed by the Engineer-in-Charge.

5

3502

700.4

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Providing and constructing contraction joints by fixing 23 cm wide central bulb type PVC water stop in single line supported by 10 mm dia steel dowel rods on either side at 1 metre interval including cost of all materials,machinery, labour, valcunising joints etc., complete with all leads and lifts. IRR-DAW-4-5 As directed by the Engineer-in-Charge.

63

20324

322.6

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Manufacture and supply of gabion boxes of size 1.50x1.00x1.00 Mts made of heavily galvonised hexagonal double twisted wire mesh of size 10x12 Cm wire of 2.70mm dia shaping typing with bindig wire into form box to with stand the stone dumps to site of work ,labour charges for placing in position and all other general and insidental charges etc comlete for finished item of work as per drawings and as directed by the engineer in charge. As directed by the Engineer-in-Charge.

975

1644825

1687



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