Providing MS Tubular Ornamental Arches with Govinda Namalu along UP & Down ghat roads, Tirumala

Earthwork excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all Operational, incidental ,labour charges such as shoring, sheeting, planking, strutting etc., complete for finished item of work -Ordinary rock (not requinng blasting)-Mechanical means up to 3m depth Note: Cost of dewatering may be added, where required, up to 5% of labour cost. Assessment for dewatering shall be made as per site condition

Earthwork excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all Operational, incidental ,labour charges such as shoring, sheeting, planking, strutting etc., complete for finished item of work - Hard rock (Requires Blasting up to 3 Meters depth Note: Cost of dewatering up to 5% of labour cost may be added, where required as per site conditions.

Conveyance of excavated surplus earth / debris to a distance upto 2 kms from the site of work to the place where specified by the Engineer-in-Charge including loading and unloading etc., complete as directed during execution.

Fitting ot foundations and basement sand in layers of not more than 15 cms. thick each well watered to saturation and consolidaled including cost and conveyance of all materials, incidental charges etc., complete

Cement Concrete (1:4:8) using 40 mm ( 0.54 cu.m) and 12 mm (0.36cu.m) nominal size hard broken granite crushed metal from any source conforming to the relevant ISI standards for foundations etc., laid in layers of not more than 15 cm thick well compacted including curing, ,machine mixing, cost and conveyance of all materials etc , complete Noter Measurement boxes shall be used for measuring the quantities of cement, aggregate and water required for the given concrete mix.

Supply and placing of M 25 Design lvlix Concrete corresponding to lS 456 using concrete mixer using of 20 mm HBG crushed metal 0.530 cu.m (707 kg),. 10 mm HBG crushed metal, 0.362 cu.m (471k9) , sand 0.407 cu.m (616 kg.) and cement 380 kg with waler cemenl ratio of 0.48 ( 182.40 ltrs/ cu.m of CC) etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, vibrating, laying concrete, curing etc., complete with cement from standard suppliers approved by the department but excluding cost of centering, shuttering charges and excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402).

Note : The design mix shall be got designed by furnishing the information required as per clause 19.'1.'l &19.1.2 ol 1S456-2000 bythe contractor at hisown costand get approved from the competent authority before execution. The cement considered for above M25 grade concrete is 380 kg/cu.m and the rate is arrived accordingly in lhe estimate. After the mix is designed and approved, if there is any variation in the quantity of cement, over the cement content adopted in the estimate, the same will be considered and paidirecovered at estimate rate + T.P ( Either increase or decrease in quantity adopted in the estimate). Payment will not be made for variation in the quantity of other materials such as coarse & Fine aggregates,

FOUNDATIONS, PLINTH, PEDASTALS (Below Plinth) including centering charges

for pedestals including centering charges

Providing High Yield Strength deformed (HYSD) Thermo mechancially treated (TMT) steel bars of specified grade (as per lS 1786 - 2008) of different diametres for RCC works, including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars including all wastages such as over laps, couplings, chairs, spacer bars including cosl and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials elc., complete for finished item of work in all floors. (APSS NO.126) (ln the absence of 18G binding wire,2 nos of 20G binding wire in tandem are to be strictly adhered), Note: Unless otherwise fabrication and placemenl of steel, no pre-pament shall be made against lhe supply of steel reinforcement -do- below 36 mm Fe 500i Fe-500D/Fe550

Supplying, fabrication and fixing in position M S tubes and pipes of all diameter as per IS 1161of approved size design including Labour charges for fabricating all heavy steel works like Trusses, Stanchions, Heavy Beams and Girders including cost of welding rods, power charges, etc excluding cost of fixing in position. Labour charges for fixing heavy iro and Labour charges for fixing heavy iron grills, Trusses, Stanchions. Heavy Beams and Girders erecting in position and fixing by using chain pulley blocks, Derek pole arrangements and cranes etc., complete in position. i including painting the same with two coats of synthetic enamil paint grade -I over a primer coat (red oxide metal primer) ( total 3 coats) of approved make and colour , cost and conveyance of all materials, incidental charges etc.,

Supplying, fabrication and fixing in position structural steel i.e. Angles, Channels, plates and I- sections of approved sizes & design including labour charges for fabricating all heavy steel works like Trusses, Stanchions, Heavy Beams and Girders including cost of welding rods, power charges, etc and erecting in position and fixing by using chain pully blocks, derek pole arrangements and cranes etc., including cost and conveyance of all materials, incidental charges, wasteage etc.,complete as directed during execution by the engineer-in-charge in all floors (No payment will be made for wastages).

Providing & fixing Directional boards / junction boards of varaous sizes as specified by the department made out of Type - Xl of ASTIVID 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeUng and confirming to IRC 67:2012 for full background of Green / Blue Colour & White Letters and fixed over 4mm Alumrnum Composite Maleria sheet having minimum 0 5 mm thick Aluminum skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25 x 25 x 3mm all round and fixing with 35x35x4mm and mounted on MS hollow section post of ditferent sizes as specified (excluding cost of Post) The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint silver metallic. The signpost shall be firmly fixed with.MS base plate in to the ground by M-15 Concrete foundatlon. The rate including cost and conveyance of all materials .equ pment, machinery and labour with ali leads and lift, loading charges necessary for satrsfactory complelion of the work as directed by Engineer -in-Charge.( but excluding cost of earth work and M 15 foundation concrete and MS suppo(ing structure ) (3N4 lndia make or equivalent)