Minor Irrigation Department Tender

Excavation for foundation in all kinds of soil including boulders upto 0.60 m dia (0.113 cum) for dam, spillway, intake structure, surface power house and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.1 to 3.1.11 and 1.1 to 1.17.1 of detailed Specification)

Excavation for foundation in soft rock with-out blasting including boulders upto 0.6 m dia. ( 0.113 cum) for dam, spillway, intake structure, surface power house and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.1 to 3.1.11 and 1.1 to 1.17.1 of detailed Specification)

Excavation for foundation in soft rock requiring blasting including boulders upto 0.6 m dia. ( 0.113 cum) for dam, spillway, intake structure, surface power house and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.1 to 3.1.11 and 1.1 to 1.17.1 of detailed Specification)

Providing cut-off trench filling using selected impervious soil from approved borrow areas in layers of 250 to 300 mm before compaction including cost of all materials, machinery, labour, all other operations such as excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.2 to 4.3.1 & Para 2.4.1 to 2.4.2 of detailed Specification)

Providing casing embankment using semi-pervious soil from approved borrow areas in layers of 250 to 300 mm before compaction including cost of all materials, machinery, labour, all other operations such as excavation, sorting out, transportation, spreading soil to specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.2 to 4.3.1 & Para 2.4.1 to 2.4.2 of detailed Specification)

Providing hearting embankment using selected impervious soil from approved borrow areas in layers of 250 to 300 mm before compaction including cost of all materials, machinery, labour, all other operations such as excavation, sorting out, transportation, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.2 to 4.3.1 & Para 2.4.1 to 2.4.2 of detailed Specification)

Providing and constructing longitudinal / cross graded filter drains using sand and 80 to 20 mm and 20 mm down graded aggregates satisfying specified filter creteria in layers as per specifications including cost of all materials, machinery, labour, laying to required slopes, compaction etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.9 to 4.10.4 of detailed Specification)

Providing and constructing vertical / inclined graded filter media consisting of sand and coarse aggregate layers of specified thickness using approved materials satisfying specified filter creteria as per specifications including cost of all materials, machinery, labour, laying to required slopes, compaction etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.2 to 4.3.1 & Para 2.4.1 to 2.4.2 of detailed Specification) Sand Layer

Providing and constructing vertical / inclined graded filter media consisting of sand and coarse aggregate layers of specified thickness using approved materials satisfying specified filter creteria as per specifications including cost of all materials, machinery, labour, laying to required slopes, compaction etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.2 to 4.3.1 & Para 2.4.1 to 2.4.2 of detailed Specification) 40 to 10 mm down graded coarse aggregate layer

Providing and constructing graded filter media below and behind rock-toe consisting of 200 mm thick sand, 250 mm thick 20 - 4.75 mm and 400 mm thick 80 - 20 mm size graded coarse aggregates satisfying filter creteria as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.4 to 4.4.5 & 4.5 of detailed Specification)

Providing and constructing dry rubble rock-toe using rubble and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc. complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.4 to 4.4.5 & 4.5 of detailed Specification)

Providing and constructing uncoursed rubble stone masonry in CM 1: 5 proportion for canal side lining using stones and chips from approved quarry including cost of all materials, labour, machinery, forming weep holes at specified interval, finishing, curing etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.9 to 4.10.4 of detailed Specification)

Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.3 to 4.3.1 and Sec II C3.4 (i) of detailed Specification)

Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery, labour including preparing surface, spreading sand including tamping, watering for 15 days etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.6 to 4.6.1 of detailed Specification)

Providing and constructing informatory name board of size 1.75m x 1.75m with Burnt brick masonry in CM 1:6 with non-modular bricks of standard size of class designation 50 (table moulded). The foundation shall be provided with cement concrete M 7.5 fora depth of 1Ocms and with size stone masonry with Cement Mortar 1:6 and coping concrete with cement concrete M 10 as indicated in the drawing. The name board shall be provided with 12mm thick plaster in CM 1:6 on both the sides including rounding of corners. The name board shall be provided with painting with 2 coats of enamel paint. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, centering, transportation charges, fixing charges labour, HOM etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)

Total

Waste Weir

Excavation for foundation in all kinds of soil by mechanical means including boulders upto 0.60 m dia (0.113 cum ) for dam, barrage, spillway, and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete with all lead & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.1 to 3.1.11 and 1.1 to 1.17.1 of detailed Specification)

Excavation for foundation in soft rock with-out blasting including boulders upto 0.6 m dia. ( 0.113 cum ) for dam, barrage, spillway, and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with all lead & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.1 to 3.1.11 and 1.1 to 1.17.1 of detailed Specification)

Excavation for foundation in soft rock requiring blasting including boulders upto 0.6 m dia. ( 0.113 cum ) for dam, barrage, spillway, and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with all lead & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.1 to 3.1.11 and 1.1 to 1.17.1 of detailed Specification)

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 all lead and lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification) (Cement content: 220 kg /cum with use of super plasticiser)

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 including cost of all materials, machinery, labour, formwork, scaffolding, centering, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete for plain concrete works with all lead & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification) ( Cement content : 330 kg / cum with use of super plasticiser ).

Providing, fabricating and placing in position reinforcement steel for RCC structures including cleaning, straightening, cutting, bending, lapping / welding joints wherever required, tying with 1.25 mm dia. soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with all lead and lifts as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.8 to 4.8.1 to Sec II C 3.1 to 3.4 of detailed Specification)

Total

Approach & Tail Channel

Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge.(Ref : Para 1.1 & tech Spn 1.4.1 of detailed Specification)

Excavation for foundation in all kinds of soil including boulders upto 0.60 m dia (0.113 cum) for dam, spillway, intake structure, surface power house and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.1 to 3.1.11 and 1.1 to 1.17.1 of detailed Specification)

Excavation for foundation in soft rock with-out blasting including boulders upto 0.6 m dia. ( 0.113 cum) for dam, spillway, intake structure, surface power house and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.1 to 3.1.11 and 1.1 to 1.17.1 of detailed Specification)

Excavation for foundation in soft rock requiring blasting including boulders upto 0.6 m dia. ( 0.113 cum) for dam, spillway, intake structure, surface power house and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.1 to 3.1.11 and 1.1 to 1.17.1 of detailed Specification)

Total

Grand Total