Repair maintenance of Irrigation system of Duddar Canal and its distribution networks of Irrigation Sub Division Thathi for the year 2026-27.

Clearing Jungle including uprooting rank, vegetation, grass, brush wood, Trees & sapling of girth upto 30cm measured at a height of 1 mtr above ground level and removal of rubbish upto a distance of 50 mtr outside the periphery of the area cleared. (per sqm)

Construction of Muthu Bund compressing of 50% boulders & 50% wood bushes including working in wet conditions.

Silt clearance from canals inclusive of initial lead 50 mtr and 1.5 mtr respectively. A. Dry

Silt clearance from canals inclusive of initial lead 50 mtr and 1.5 mtr respectively. A. wet

Slip Clearance i) In soils, mixed with moorum/Kankar/ Shingle/boulders,disposal lead upto 50m and lift 1.5m

Slip Clearance i) i) In ordinary soil

Weed clearance from Canal including extraction of roots.

Deployment of extra labour for restoration work, marking of RDs etc (wherever required) 1. Mazdoor

Demolishing cement concrete manually / by mechanical means including disposal of material within 50 Mtr lead A. 1:3:6 or richer mix

Demolishing cement concrete manually / by mechanical means including disposal of material within 50 Mtr lead A. 1:4:8 or leaner mix

Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of un serviceable material with in 50 mtr lead in cement mortar

Dismantling old plaster or skirting, raking out joints and leaning the surface for plaster including disposal of rubbish to the dumping ground with 50 Mtr lead.

Dismantling concrete grouted stone pitching in aprons, drains etc including stacking of serviceable material and disposal of unserviceable material, stacking/disposal lead upto 100 mtr.

Dismantling of old protection work including cutting of crates & stacking of stones.

Hand-packing stones in wire-crates; excluding cost of crates and stones

Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under including cutting the patch in proper shape raking out joints & preparing & plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 meters lead a. Cement mortar 1:4 (1 Cement , 4 Coarse Sand )

Filling empty cement bags with sand /earth including cost of sewing and strings; excluding the cost of bags and earth/sand.

Unloading/ Placing filled EC bags in positionA. Placing in dry

Unloading/ Placing filled EC bags in position B. Placing in water

Supply of stone dust for filling of E.C bags

Supply of E.C bags

Earth work in bulk excavation by manual means in trenches for foundations drains pipes, cables etc. not exceeding 1.5 mtrs in width and for shafts, wells, cesspits and the like not exceeding the 10 sq. mtr on plan inculding dressing of sites and ramming of bottoms lift upto 1.5, mtrs including getting out excavated earth and disposal of surplus excavated earth as directed. All kinds of soil 1mtr from cutting edge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering along work upto plinth level 1:4:8 (1 cement: 4 fine sand: 8 graded stone aggregate 40mm nominal size). Crushed

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering along work upto plinth level 1:3:6 (1 cement: 3 fine sand: 6 graded stone aggregate 20mm nominal size). Crushed

Cement concrete flooring 1:2:4(1cement 2 coarse sand 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing steps etc. complete 40mm thick with 20 mm nominal size stone aggregate

Cement concrete flooring 1:2:4(1cement 2 coarse sand 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing steps etc. complete 50mm thick with 20 mm nominal size stone aggregate.

12 mm cement plaster of mix 1:4 (1 cement 4 fine sand)

Dumping stones excluding cost of stones in horizontal on level.

supply of Nallah stones

Centering and shuttering including strutting propping etc. and removal of form work for a Foundation, footing, bases of columns..

Centering and shuttering including strutting propping etc. and removal of form work for b Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets etc.

Dry stone pitching (any thickness) excluding cost of stones in horizontal.

Dry stone pitching (any thickness) excluding cost of stones in slopes.

Grouting of stone pitching using M-10 nominal mix concrete (Max size of aggregates 20 mm nominal @3.65 cum per 100 m2 on horizontal/ side slopes complete including curing.

Grouting of stone pitching using M-10 nominal mix concrete (Max size of aggregates 20 mm nominal @6.00 cum per 100 M2 on horizontal/ side slopes complete including curing.

Carriage of stone by manual means. A. For 1st 50 mtr

Carriage of stone by manual means. B. For subsequent lead of 50 mtr.

Supply of knitted BA wire crates of size 6.00 x1.50x1.50m (6” x 6” mesh) including cost of BA Wire for binding of crates and carriage upto site of work

Providing & fixing PVC pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. a) 75 mm dia

Providing & fixing PVC pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. a)b) 110 mm dia

Carriage of sand/stone aggregate by Mechanical transport and Head Load. a) By Mechanical means. i) 1st 20 Km

Carriage of sand/stone aggregate by Mechanical transport and Head Load. a) By Mechanical means. ii) Beyond 20 Km

Carriage of sand/stone aggregate by Head Load. a) By Head Load i) 1st 50 mtr

Carriage of sand/stone aggregate by Head Load. a) By Head Load i) Beyond 50 mtr

Disposal of silt/slip by Head Load. a) 1st 50 mtr.

Disposal of silt/slip by Head Load. a) Beyond 50 mtr.

Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering , rooling each layer with ½ tone roller or wooden or steel rammers, and dressing up in embankments for roads, flood banks, marginal banks, and guide banks etc lead upto 50 m and lift upto 1.5 m in. all kind of soil.

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All work upto plinth level (1:2:4) 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Steel reinforcement for RCC work including straightening, cutting, bending, placing in position & binding all complete above plinth level. Cold twisted bars