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| 1 | Construction of 30000 Lit OHT Tank (12m Stage), New Borewell, Pumpset, Pipeline at Gollapatti H/O Erranahalli |
| 2 | Earthwork excavation 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 eartFirst 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 consolidation etc complete as directed by TWAD Board officers. |
| 5 | For foundation |
| 6 | For GL Landing Platform for ladder |
| 7 | Cement concrete 1:4:8 (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. |
| 8 | For foundation |
| 9 | For GL Brace |
| 10 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 20mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers. For GL Landing Platform for ladder |
| 11 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by TWAD Boa |
| 12 | A). For items 1.5m to 4.5m below GL |
| 13 | B). For items 0 to 1.50m below GL |
| 14 | C). For items 0m to 4.5m above GL |
| 15 | D). For items 4.51m to 7.32m above GL |
| 16 | E). For items 7.32m to 10.98m above GL |
| 17 | F). For items 10.98m to 14.64m above GL |
| 18 | G). For items above 14.64m & up to 18.30m from GL |
| 19 | 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 |
| 20 | A). PLANE SURFACES |
| 21 | Below GL |
| 22 | B). ABOVE G.L. to 3.30m |
| 23 | B). 5.30m . to 6.30m |
| 24 | B). 8.30m . to 9.30m |
| 25 | C). 11.31m to 12.30m |
| 26 | d).Curved Surface 0 to 3.30m from floor level |
| 27 | e) Square Column: |
| 28 | Below G.L. |
| 29 | b). Ground level to 3.30 m |
| 30 | Square Columnc). 3.31 to 4.30m |
| 31 | d). 4.31 to 5.30m |
| 32 | e)5.31 to 6.30m Deduct brace @5.58m |
| 33 | f) 6.31 to 7.30m |
| 34 | g) 7.31 to 8.30m |
| 35 | h) 8.31 to 9.30m Deduct brace @ 8.445m |
| 36 | i) 9.31 to 10.30m |
| 37 | j) 10.31 to 11.30m |
| 38 | k) 11.31 to 12.30m |
| 39 | Painting two coats 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 |
| 40 | 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. |
| 41 | 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. |
| 42 | 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 cu |
| 43 | Providing PVC ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl and as directed by TWAD Board officers |
| 44 | Providing cut stone slab in CM 1:3 and as directed by TWAD Board officers |
| 45 | 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. |
| 46 | Pipe connection to SR |
| 47 | 65mm Ø GI pipes |
| 48 | 65mm Ø GI Tee |
| 49 | 65mm Ø GI 900 Bend |
| 50 | 65mm Ø GI coupler |
| 51 | 65mm Ø GI union |
| 52 | 65 mm Ø GI Elbow |
| 53 | 65mm Ø GM Gate valve |
| 54 | 50mm Ø GM gate valve |
| 55 | Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers. As per item l(a) + l(b) Less item 2,3 & 4A & 4B Total |
| 56 | Provsion for Geophysical Survey Charges |
| 57 | Provison for Pipe line (Sub Estimate) |
| 58 | 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 |
| 59 | Supply of HDPE Pipes including cost and conveyance of all materials to sitend all labour charges etc., completed. 163mm HDPE Pipes |
| 60 | 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 HDPE Pipes |
| 61 | Refilling with excavated earth after laying of pipes including all labour charges Solvent cement etc., complete. |
| 62 | Provison for Borewell (Sub Estimate) |
| 63 | Drilling of 150 mm dia Borewell in the hard rock area to the required depth. |
| 64 | Over Burden Soil Portion |
| 65 | Hard rock area |
| 66 | Supply and erection of 165mm dia OD PVC 6KSC Casing Pipe in the Borewell |
| 67 | Borewell Cover |
| 68 | Supply and delivery of 150mm dia single phase Submersible Pumpset including tax charges. |
| 69 | Pumpset : 5.00HP, Duty : 50 lpm x 175 m |
| 70 | Three phase panel board with two level guard and auto starter including tax charges. |
| 71 | Supply and delivery of following GI pipes and specials conforming to IS 554/86 for GI Pipes IS 1239/1990 part I required for pumpset erection. |
| 72 | 40mm UPVC pipe |
| 73 | 40mm GI pipe (Medium - B Class) |
| 74 | 40mm GI Elbow |
| 75 | 40mm MS Clampset |
| 76 | 40mm GI Union |
| 77 | 40mm GM Non Return Valve |
| 78 | 4 sq.mm flat copper Submersible cable |
| 79 | 7/20 copper wire for Service Connection |
| 80 | Labour charges for erection, testing and commissioning of the submersible pumpsets in the bore well including fixing and jointing the submersible cable with proper clamps up to the starter to the required depth using erection of clamps,valves,Panel Board |
| 81 | Provsion for New Pump Room (Sub Estimate) |
| 82 | Provsion for TNEB Deposit charges |
| 83 | Providing Name board |
| 84 | 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} Please Enable Macros to View BoQ information |
