Irrigation Department Tender

Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard broken stoneaggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete asdirected. (Shuttering, scaffolding cost will be paid separately).

12 mm cement plastering including clearing surface and curing, complete as directed. (ii) In proportion 1:4

Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pit area, breaking clods not more than 10 mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M, complete as directed.

Sub canal from Branch canal at different chainage 6 nos.

Labour cost for dismantling of old CC canal lining and carriage of the materials and depositing the same in a safe distance as directed complete. : Carriage up to lead of 30 M and lift upto 1.50 M

Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard broken stoneaggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete asdirected. (Shuttering, scaffolding cost will be paid separately).

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc. Including racking out joints and curing etc. complete (ii) In proportion 1:4 .

12 mm cement plastering including clearing surface and curing, complete as directed. (ii) In proportion 1:4

Supplying, fitting, fixing PVC pipes (IS 12818, 6 kg/cm2), joining pipes with relevant cement, levelling, testing leakages etc, complete as directed. (Cost of E/W foundation trenches will be paid separately).

Repairing of Canal Gate

Supply, Fabrication, Installation and Commissioning at site including painting of Shutter Assembly of Cross Regulator/ Head Regulator gates of different size made of 6 mm thick M.S. skin plate, with 10 mm dia. hole to be drilled at an interval of 150 mm apart on both the vertical sides and one horizontal side at the bottom at a fixed distance from the edge, and MS channel of size 100 mm x 50 mm x 4.7 mm or 125 mm x 65 mm x 5 mm for shutter frame, Horizontal girders and vertical stiffeners , fitting fixing of C.I. Guide Roller of size 75 mm x 67 mm x 100 mm x 20 mm having 25 mm dia hole with pin Guide roller M.S. bracket of size 90 mm x 90 mm x 250 mm made of 12 mm thick and 90 mm wide M.S. Flat with guide roller pin fitted on the shutter frame, having required slots and holes and supply, fitting and fixing of ‘J’ type rubber seal, of size 125 mm , ‘J’ type rubber seal corner of size 125 mm , with fabricated M.S. fastener of 50 mm width x 8 mm thick having 10 mm dia. hole at an interval of 150 mm apart for Regulator Gates complete as per design & drawing & as directed. A] C/Regulator & H/Regulator GATES OF SIZE 5.0 SqM or More

Supply of Flat type Rubber Seal of Size (a) 125 mm for Cross Regulator

MS Fabricated Flat with drilled hole of 8mm dia at a distance 100mm apart for fitting fixing of Rubber Seal of Size c) 50mm X 5/6mm.

Fabricated GI Pipe Handle wheel made of 20mm/25mm dia GI pipe for Operation of CI Boss suitable for following sizes of boss a) 175mm dia of 25mm dia GI Pipe

Fabricated GI Pipe Handle wheel made of 20mm/25mm dia GI pipe for Operation of CI Boss suitable for following sizes of boss a) 100mm dia of 20mm dia GI Pipe

HD Thrust Bearing for a) 40mm dia Shaft

HD Thrust Bearing for a) 63mm dia Shaft

Miscellaneous Items 1. Thinner

2. Anti corrosive paint

3. W B Grease

4. MS Nuts & Bolts

5. MS Washer

6. MS Electrode

7. Rubber Bostik(100 gm pkt)

8. High Skilled Labour

9. Semi Skilled Labour

Construction of Tractor crossing slab

Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation, complete as directed at site. (Including bailing out stagnant rain water where necessary). (A) In all types of soil (except soil mixed with gravel and boulder) (i) For normal lead of 30 M and lift of 1.50 M

C.C. work in prop. 1 : 4 : 8 in foundation /abutments / piers/ wing walls etc. with hard broken stone aggr. Of size 13 mm to 38 mm including curing with necy. timber shuttering, scaffolding etc. where necy. complete as directed. (Shuttering, scaffolding cost will be paid separately.)

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc. including racking out joints, curing etc. complete and directed (i) in prop. 1 : 4

Centering and shuttering i/c propping etc. where necessary and removal of forms after completion of C.C. & R.C.C. works complete as directed. (A) Shuttering (Slab)

Supplying, fiitting and fixing and laying of reinforcement in position in RCC work including curing, bending, cranking with two plies of 0.91 m (20 BWG) annealed wire, hooking, tying complete as directed.

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).

Earthwork in filling in Marginal bund / Guide bank /Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pit area, breaking clods not more than 10 mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M, complete as directed. (A) With ordinary soil

Construction of Cattle crossing slab

Centering and shuttering i/c propping etc. where necessary and removal of forms after completion of C.C. & R.C.C. works complete as directed. (A) Shuttering (Slab)

Supplying, fiitting and fixing and laying of reinforcement in position in RCC work including curing, bending, cranking with two plies of 0.91 m (20 BWG) annealed wire, hooking, tying complete as directed.

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).