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Tender For sand blasting, painting, replacement of rubber seals, guide roller assembly and chipping of penstock gate groove of unit no. 5 & 6 penstock gate at almatti dam power house
Tender For upgradation augmentation of shot blasting equipment and shot blasting room including replacement of three motor driven screw lp air compressor for upgradation augmentation of production shop floor (ab and ac bay) at ins eksila - upgradation/ augmentation of shot blasting equipment and shot blasting room including replacement lp air compressor as indicated in part-ii of rfp consists of the following:-, dismantling and degutting of lp air compressors along with all associated equipments and shifting work as specifiied in para 1(1.1)(a) part ii of rfp., lp air compressor, lp air compressor as specifiied in para 3 (3.1) part ii of rfp., dryer unit as specifiied in para 3 (3.1) part ii of rfp., air receiver tank (2000 liters) as specifiied in para 3 (3.1) part ii of rfp., air filter as specifiied in para 3 (3.1) part ii of rfp., acoustic canopy as specifiied in para 4 (4.1)(a) & (b) part ii of rfp., electric power distribution board/ control panel as specifiied in para 4 (4.1)(d) part ii of rfp., dismantling and degutting of shot blasting system along with all associated equipments and shifting work as specifiied in para 1.2 of part ii of rfp., shot blasting system, protection liner & rubber lining as specifiied in para 3(3.2) part ii of rfp., recovery unit as specifiied in para 3(3.2) part ii of rfp., dust collector & exhaust system as specifiied in para 3(3.2) part ii of rfp., shot blasting unit as specifiied in para 3(3.2) part ii of rfp., all other items associated with main eqipment which are mentioned in part ii of rfp [ex para 6(a) & 6(b) etc] part ii of rfp)., civil work for (refers to para 8 of part ii of rfp)., standard accessories (refers to para 9 of part ii of rfp), two years operation & maintenance spares (refers to para 10 of part ii of rfp), special maintenance tools and test equipment (refers to para 11 of part ii of rfp), technical literature / certificates / documentation (refers to para 13 of part ii of rfp), acceptance, testing, trials and commissioning charges (refers to para 14 of part ii of rfp), training (refers to para 16 of part ii of rfp), any other item such as transportation, insurance, freight, packing etc, notes:1. cost of item listed at sl 1 to 12 and 13 (if applicable) are to be quoted in the respective rows of the price bid sheet. 2. bidder not permitted to include cost of items listed at sl 6 to 13 with sl 1 to 5 as lumpsum amount 3. bidder required to mandatorily quote for sl 1 to 5 and 12 failing which bid shall be treated as non bonafide and liable for rejection.4. bidders are mandatorily to quote gst/ taxes as applicable against each serials, falling which bid shall be treated as non bonafide and liable for rejection.
Tender For corrigendum : supply of tug hire charges , sand blasting , labour charges , labour chrges , white marine epoxy paint , bus green marine epoxy paint , metal primer suitable for epoxy paint , p o red marine epoxy paint , high build black bituminous , antifouling red , thinner , misc purchase , over hauling of winch assembly , thickness gauging , transportation charges , port charges payable to gmb port , electricity charges
Tender For proposed development of chopati at veraval dist. gir-somnath (phase-2) - excavation for foundation up to 1.5 meter depth including sorting out and stacking of useful materials and disposing of excavated stuff up to any lead. (a) for loose or soft soil, excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead. (b) dense or hard soil, excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead. (c) hard murrum, excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead. (d) soft rock not requiring blasting, filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming and consolidating etc. complete. (upto 10 ton), filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each deposited layer by ramming and watering, filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming and consolidating etc. complete., filling in foundation and plinth with black garden soil in any thickness completed., filling in foundation and plinth with black cotton soil in any thickness completed., filling in foundation and plinth with soft black cotton soil in any thickness completed., coursed rubble masonry with stone of approved quality in foundation and plinth in cement mortar 1:4 (1 cement : 4 course sand) etc. complete., providing and laying cement concrete 1:3:6 (1-cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size ) and curing complete excluding cost of form work in. (a) foundation and plinth, providing 100mm thick m-200 controlled cement concrete road using tremix vaccum dewatering system with providing and fixing & removing of "c" channel having size 75 x 75 mm as per required level slope and thickness of concrete and levelling and finishing the concrete using surface vibrator, power floater and trowel light brooming on as directed. including making expansion joint of size 20 x 110 mm & filling the expansion joint using coplar 200 as per manufactures specification by cutting of joint using concrete cutter machine etc. complete, providing 100mm thick m200 controlled coloured cement concrete road using tremix vaccum dewatering system with providing and fixing & removing of "c" channel having size 75 x 75 mm as per required level slope and thickness of concrete and levelling and finishing the concrete using surface vibrator, power floater and trowel light brooming on as directed. with colour pigmentation as 5 percentage to 10 percentage of cement consumption per m3 as directed by engineer incharge or consultant including making expansion joint of size 20 x 110 mm & filling the expansion joint using coplar 200 as per manufactures specification by cutting of joint using concrete cutter machine etc. complete, providing laying ordinary cement concrete m-200 and curing complete including the cost of form work and excluding cost of reinforcement for reinforced concrete work in : rc coping/cap, providing and laying controlled cement concrete m.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (a) foundations, footings, base of columns and mass concrete, providing and laying reinforcement for r.c.c. work and bending binding & placing in position completed upto floor two level thermo mechanical treated bars(crs) as per i.s. standard, white stone bela masonry block in course in super structure with stone of approved quality in lime mortar 1:6 (1-cement : 6-coarse sand) including packing the joints etc. complete. (up to 10 ton), pointing on coursed stone masonry with cement m