Tender For Construction Of 10000 Litres Oht Soodanur H/O. Soodanur Panchayat., Dharmapuri-Tamil Nadu

Tender For Construction Of 10000 Litres Oht Soodanur H/O. Soodanur Panchayat. ; 1 Construction of 10000 Litres OHT Soodanur H/o.Soodanur Panchayat 2 Earthworkexcavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart First depth of 2m For FoundationFor GL Brace 3 Second depth of 1mFor Foundation 4 Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidationetc complete as directed by TWAD Board officers. 5 Cementconcrete1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers. 6 RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete as directed by TWAD Boa 7 A). For items 1.5m to 4.5m below GL 8 B). For items 0 to 1.50m below GL 9 C). For items 0m to 4.5m above GL 10 D). For items 4.51m to 7.32m above GL 11 E). For items 7.32m to 10.98m above GL 12 F). For items 7.32m & up to10.98m from GL 13 For Roof Slab 10.93m to 11.08m 14 Supplying and erecting steel centering for sides and soffits I including necessary supports and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding 15 A). PLANE SURFACES 16 a). Below GL & Upto 3.30 m ht 17 b). 3.31m to 4.30m 18 c). 6.31 to 7.30m 19 B).Curved Surface 0 to 3.30m 20 C) Square Column: 21 a). Below G.L. b). Ground level to 3.30 m 22 c). 3.30 to 4.30m 23 d). 4.31 to 5.30m 24 e)5.31 to 6.30m 25 f) 6.31 to 7.30m 26 g) 7.31 to 8.30m 27 h) 8.31 to 9.30m 28 Painting twocoats with approved cement paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by TWAD Board officers 29 Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by TWAD Board officers. 30 Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC M30 Grade mix for Landing slab 5 nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS Ladder providing locking arrangements with two coats of approved enamel paint over one coat of red oxide paint as per approved Type Design and as directed by TWAD board officers. 31 Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., 32 Providing PVC ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl and as directed by TWAD Board officers 33 Providing manhole cover of size 1x1 0.60 X 0.60M in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by TWAD Board officers. 34 Providing GI Pipe connection to the OHT 35 50mm GI Pipe 36 50mm GI Coupling 37 50mm GI Elbow 38 Provision for Name Board 39 Provison for Pipe line (Sub Estimate) 40 Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B 41 Supply of PVC Pipes including cost and conveyance of all materials to sitend all labour charges etc., completed. 42 Labour charges for laying and joining 63mm HDPE Pipes including all labour charges for laying pipes in proper alingment and gradient including cost of solvent cement etc., complete.63mm PVC Pipes 43 Refilling with excavated earth after laying of pipes including all labour charges Solvent cement etc., complete. 44 GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column BB for all works in this package}

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INR 9000.0 /-

INR 8.04 Lakhs /-