Irrigation And Waterways Department Tender

Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means a) upto 3 m depth (i) With pumping out water including shoring as required

Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile,levelling as per direction ofthe Engineer-in-charge within a lead of, a) Beyond 2.00 km and upto 3.00 km Note: For compensation for earth for earth land owned and arranged by contraction add Rs. 25.00 per m3 extra over rate of E/W for land owned/ arranged by the Department Royalty charge on earth @ Rs 29.00 per m3 & Cesses charges @ Rs. 5.3 per m3 (i.e., Rs. 15.00 per 100 cft), as per Govt. notification, which will be paid on production of necessary documents in support of payment made towards the royalties & Cesses.

Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge a) One Coat

Making rectangular sausage cage with 10 SWG galvanized iron wire of 125 mm.x 125 mm. mesh wire netting with proper lapping of minimum 150mm. including sewing the joints with 12 SWG GI wire and supply of all materials and equipments including placing the sausage cage in position,filling the same with boulder or lump agreegates complete as per direction of the Engineer-in-charge but excluding the cost of boulder/lump aggregates and its carriage upto site. (Cost is excluding the cost of end pieces )

1.20 metre x 0.90 metre nominal section=

0.75 metre x 0.45 metre nominal section=

Making sausage cage circular in section with 10 SWG galvanized iron wire of 125mm. x 125mm. mesh wire netting with proper lapping of minimum 150mm.includingtying andsewingthejoints with12 SWG G I wire and supply of all materials and equipments including placing the sausage cage in position, filling the same with boulder or lump agreegates complete as per direction of the Engineer-in-charge but excluding the cost of boulder / lump aggregates and its carriage upto site.(Cost is excluding the cost of end pieces ) a) 0.75 metre diameter

Supply of stone boulders at site including cost of materials, loading, unloading and carriage and including all incidental charges like Royalty complete(Royalty cirtificate in original from competent authority are to be submitted along with the bill, otherwise amount due towards Royalty of stone/laterite boulder will be deducted from the bills of works) a) Panchami source (Each weighing 25 kg & above) Rate of royalty of stone boulder is Rs.106.00 per cum.(revised in place of old Rs.53.00)

Supplying, fitting, fixing end pieces for rectangular / square / circular sausages at the ends, with 10 SWG / 8 SWG G I wire net of different mesh sizes tying & sewing the same maintaning a lap langth of 150mm all around with 12 SWG G I wire complete, including the cost of supply of wire netting,fitting etc, complete as per direction of the Engineer - in charge. a) Mesh size 125 mm x 125 mm with 10 SWG wire

Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge

Labour charges for stacking unloaded boulder / shingles to make them convenient for measurement as per direction of the Engineer-in-charge. a) Boulder of size above 20 kg

Labour charges for boulder pitching on top and slope by placing required boulders (each weighing 20 Kg. and above within lead of 100 metres and all lifts) including filling the interstices with fragments as required, preparing sub-grade by cutting or filling the earth on slope upto 7.5 cm. depth, watering and ramming where necessary complete as per direction of the Engineer-in-charge. a) Over Jhama Khoa / metal filter

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety

Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of the Engineer- in - Charge (measurements will be on finished work /in stack after deducting necessary void).) (a) 1st class brick ballast

Supply of different materials as per approved specification Bricks / Jhama / Bats Sorted & stacked at site. (a) Brick bats

Labour charges for dumping / laying of Laterite / Stone Boulders 25 kg & above / Shingles / Brick Bats, from stack of worksite with all leads and lifts in water or spreading the same on the slope of the bank of River/Sea or the slope of the embankment or in the River/Sea bed to an uniform thickness as per direction of the Engineer-in-charge including cost of all accessories and other incidental charges. (a) Brick Bats

Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete,