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Tender For construction of pcc road at dudra village under csr - supply of clearing jungle including uprooting of rank vegetation grass brush wood trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. , earth work in excavation by mechanical means hydraulic excavator or manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. all kinds of soil. , excavating supplying and filling of local earth including royalty by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches plinth sides of foundation etc. complete. , construction of granular sub base by providing close graded material conforming to specifications mixing in a mechanical mix plant at omc carriage of mixed material by tippers to work site for all leads and lifts spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per specifications and directions of engineer in charge. with material conforming to grade ii size range 53 mm to 0.075 mm having cbr value 25 , providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering shuttering finishing and reinforcement all work up to plinth level 1 isto 1.5 isto 3 1 cement 1.5 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size , centering and shuttering including strutting propping etc. and removal of form for foundations footings bases of columns etc. for mass concrete , brick work with common burnt clay f.p.s. non modular bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in cement mortar 1 isto 6 1 cement 6 coarse sand , 12 mm cement plaster of mix 1 isto 6 1 cement 6 fine sand , neat cement punning
Tender For road connecting h.g. halli anaji masur to the cemetery & solid waste disposal unit - btggp broken stone aggregate 12 mm to 10 mm size, btggp add watering charges at 1 % on material, btggp mason class ii (with tools), btggp mixer (concrete) - 1 cum capacity, doncom03_supply of broken stone aggregate 20 mm size, doncom02_supply of broken stone aggregate 40 mm size, r23add handling , loading and unloading at 2 on material, r23water tanker, r23coarse sand zone iii, r23portland cement, add sundries charges at1 % on material hk, crushed stone chipings 13.2mm, granite metal 20mm-arak, granite metal 40mm-arak, crushed stone course aggregate 53-arak, over head & other miscellaneouscharges-arak, vibratory roller 8 tonne-arak, motor grader 3.35meter blade-arak, wheeled dozer(d50 beml)-arak, laboratory asst. (sslcpassed)/mate/supervisor-arak, gravel 2.36 mm/murrm, water-arak, tractor-40hph, miscellaneouscontingencies chargesa, display board ciba, rcc pipe np3 900mm dia including collars
Tender For strengthening with wbm plus 50mm bm plus 20mm pc and relaying of ccb strengthening with wbm plus 50mm bm plus 20mm pc and relaying of ccb - [10.33.1]providing and laying of brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 1. 1:4 (1 cement : 4 coarse sand) [through rate], [10.8]providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4 [through rate], [11.25.2]pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): 2. raised and cut pointing [through rate], [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [through rate], [11.5.4]12 mm cement plaster of mix : 4. 1:6 (1 cement: 6 fine sand) [through rate], [11.61.1]white washing with lime to give an even shade : 1. new work (three or more coats) [through rate], [14.23.1]cement pointing 1:2 on lining 1. in bed. [through rate], [17.15.1]granular sub-base with coarse graded material - grading-i or ii or iii (table:- 400-2) construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of mortandh specifications 1. grading i material [through rate], [17.22.2]water bound macadam gr i 2. water bound macadam grading i with screening type a providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of mort&h specifications [through rate], [17.23.2]water bound macadam grading - ii 2. water bound macadam (53mm to 22.4 mm)grading ii with screenings type b (11.2 mm aggregates) providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of mort&h specifications [through rate], [17.25.1]prime coat @ 0.85kg per sqm 1. prime coat @ 0.60kg per sqm providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical clause 503 of mort&h specifications [through rate], [17.26.2]tack coat 2. providing and applying tack coat with penetration grade bitumen vg - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of mort&h specifications [through rate], [17.33.1]open - graded premix surfacing 20 mm thickness 1. providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder vg - 10 @ 1.46 kg per sqm, laid with paver finisher mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of mort&h specifications. [through rate], [17.36.3]seal coat 3. type b with vg - 10 bituminous binder providi
Tender For procurement of material for the construction of grvel road from shreedhara agricultural land to life line gate in hiregouja village of hiregouja gp of ckm taluk - water tanker hireg006, vibratory roller 8 tonne hireg006, motor grader 3.35 meter blade hireg006, wheeled dozer (d50 beml) hireg006, gravel 2.36 mm/murrum hireg006, granite metal 40 mm hireg006, granite metal 20 mm hireg006, crushed stone course aggregate hireg006, display board or cib hireg006