Irrigation Department Tender

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Irrigation Department Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date5 Mar 2024
Closing Date27 Mar 2024
Tender Amount₹ 48,42,283 
Notes
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Costs

Summary

Nit No 10 Of 2023-24 Dated 12-02-2024

Description

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Restoration of CC Bed at D/S of Headworks

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Labour for dismantling of old CC work and stacking the spoils at suitable place including local carriage, complete as directed

4.32

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5506.17

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Collection of hard river gravel, chips of size 6 mm to 20 mm free from dust and dirt from quarry including loading and unloading etc, complete as directed.

28.21

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1455.14

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Labour charges for spreading hard river shingles / sand gravels to required thickness over approach subway etc. including ramming, dressing the seat before laying the materials lead upto 30 M and lift 1.50 M, complete as directed.

28.21

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457.23

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CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).

37.61

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10814.03

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Restoration of HP Culvert at Ch. 770.00 of Canal RC2

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Earthwork in excavation and removal of swelled up earth mixed with silt and slurry due to sand, bailing out water in foundation trenches upto required level including shuttering, shoring, dewatering by means of pump set etc. removing the spoils to a safer distance etc, complete as directed. (i) Without dewatering

7.2

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1984.17

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CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

0.9

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9206.66

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Supply of Hume pipe NP3 of dia 1200 mm

2

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21452.4

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Supply of Coleer

2

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2837.62

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Labour for fitting and fixing hume Pipe in proper position with collers including joining the joints in cement mortar in prop. 1:3 and curing as per direction of the department including necessary carrying the same from dodown. ( For 90 cm to 120 cm dia)

5

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906.82

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Construction of Outlet

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Earth work in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing in foundation shoringetc removing the surplus spoils by head load to a safe distance from the working place and depositing the required spoils in uniform layers dressing watering breaking clods not more than 10mm cube with compensation complete as directed ( Including bailing out stagnant rain water where necessary.) A. All types of soil except mixed with gravel and boulder. (I) For normal lead of 30M. and lift of 1.5 M.

9.45

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358.69

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CC work in proportion 1:4:8 in foundation / abutment /piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately)

1.35

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9206.66

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CC work in proportion 1:3:6 in foundation / abutment /piers / wing walls etc. with broken stone aggregate of size 13 mm to 25 mm including curing with timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).

8.01

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9836.93

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Supply of Hume pipe NP3 of dia 150 mm.

30

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1021.53

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Supply of Coller (for 150mm dia pipe)

30

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170.26

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Labour for fitting and fixing hume pipe in position with collars including joiningthe cement mortar in proportion 1:3 and curing, including carrying the same from godown to site and complete as directed. (i) For 30 cm to 60 cm dia

75

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377.83

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Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after competition of C.C. & R.C.C. works etc, complete as directed (Measurement to be taken at the face area timbered) (Abutment/Return wall/ Piers/ Pedestal etc) (ii) With 38 mm thick wood plank.

67.5

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380.91

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12mm cement plastering including clearing surface and curing complete as directed. i) In Prop.1:3.

40.5

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308.8

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Construction of cattle cart crossing at Ch.850.00 (RC2),Ch.900.00(LBMC) and Ch.880.00(RBMC)

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RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

6.62

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11915.55

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Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered). (Abutment / Return Wall / Piers / Pedestal etc.) (i) With 19 mm thick plyboard

76.91

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978.08

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Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed..

5.78

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13127.94



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