Minor Irrigation Department Tender

SR VOL-IVPART II 2023-24 I-No-3.12 PgNo-140 - De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and loading the same to transport vehicle (excluding cost of transportation) including cost of all machinery, labor & all necessary works as directed and complete as per specification. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work.

SR VOL-I 2023-24 I-No-1.14.1 PgNo-140 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils Depth upto 3 m. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work

SR VOL-IV PART I 2023-24 I-No-2.13 PgNo-39 - Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labor, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, leveling, vibrating, finishing, curing with all other ancillary operations complete. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work.

SR VOL-IV PART II 2023-24 I-No-1.12 PgNo-130 - 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 as per relevant IS Codes machine mixed with super plasticizers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labor, Usage charges of machinery, curing, centering, formwork and scaffolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works as directed and complete as per specification. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work.

SR VOL-I 2023-24 I-No-2.4.3 PgNo-16 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labor, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including 3% extra on Formwork, Centering & Scaffolding) Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work.

SR VOL-I 2023-24 I-No-2.4.3 PgNo-16 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labor, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including 10% extra on Formwork, Centering & Scaffolding) Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work.

SR VOL-I 2023-24 I-No-2.5.2 PgNo-16 - Providing and laying in position Cement Concrete for all Super structures of building, Road works, Water works, Irrigation works & super structure works of bridges up to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labor, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work.

SR VOL-III 2023-24 I-No-13.2 PgNo-121 - Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant). Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work.

SR VOL-I 2023-24 I-No-2.11 c PgNo-18 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labor, cleaning, straightening, cutting, bending, hooking, lapping/welding joints, tying with binding wire / soft annealed steel wire and other ancillary operations complete as per drawing and technical specification. c.Sub structure of Bridges. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work.

SR VOL-I 2023-24 I-No-2.11 d PgNo-18 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labor, cleaning, straightening, cutting, bending, hooking, lapping/welding joints, tying with binding wire / soft annealed steel wire and other ancillary operations complete as per drawing and technical specification. d.Super structure of Bridges. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work.

SR VOL-IV 2023-24 I-No-2.18 PgNo-40 - Providing and forming expansion joint for Spillway Bridge consisting of 75 x 75 x 6 mm angles 2 numbers provided with 250 mm long 12 mm dia. anchors fixed to both flanges at 150 mm c / c and 140 x 6 mm plate welded on top of one of the angle including cost of all materials, labor, machinery, providing and fixing 38 mm thick joint filler board matching the thickness of wearing coat, painting and all other ancillary operations Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work.

SR VOL-IV PART I 2023-24 I-No-6.21 PgNo-80 - Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, wall plates, seal seats, first stage anchors, anchor girders, anchor bars, trunnion supports with all accessories for outflow regulating automatic gates for barrage/escape including cost of all materials, machinery, labor, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint and all other ancillary operations complete as per specifications and approved drawings. 1. Weight of 1 set embedded parts in tones = 0.046 x (L2 x H x h)0.673 Where ( L ) is length = Clear distance between piers in m. (H) is height of gate in m = FSL - Sill level + 0.20 m (h) is head of water above sill of gate in m = FSL - Sill level 2. Quantity of structural steel = 94.0 % of computed weight for 1 set.

SR VOL-IV PART I 2023-24 I-No-6.18 PgNo-79 - Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, lifting brackets, guide shoes, rubber seals with all accessories for barrage including cost of all materials, machinery, labor, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing and all other ancillary operations complete as per specifications and approved drawings. 1. Weight of 1 gate in tones = 0.0335 (L2 x H x h) 0.716Where (L) is length = Clear distance between piers in m + 1 m. (H) is total height of gate in m = FRL - Sill level + 0.20 m (h) is head of water above sill of gate in m = FRL - Sill level 2. Quantity of structural steel = 96.7 % of computed weight of 1 gate. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work.

SR VOL-IV PART I 2023-24 I-No-2.29 PgNo-41 - Providing impervious embankment adjacent to masonry / concrete structure and filling trial pits using impervious approved soil from borrow area in layers of 100 to 150 mm ( before compaction ) including cost of all materials, machinery, labor, all other operations such as collection of soil, picking previous layer, spreading soil in layer of specified thickness, sorting-out, breaking clods, leveling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using pneumatic tampers / vibrating earth rammers and all other ancillary operations complete. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work.

SR VOL-III 2023-24 I-No-16.15 b PgNo-146 - Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 1000mm dia. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work.

SR VOL-IV PART I 2023-24 I-No-3.44.1 PgNo-54 - Providing and constructing dry size stone pitching using 200 to 250 mm size stones with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labor, hand packing/wedging stone chips into joints, finishing and all other ancillary operations complete. 300 mm thick. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work.

SR VOL-IV PART II 2023-24 I-No-1.1 PgNo-129 - Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labor & all necessary works as directed and complete as per specification. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work.