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| 1 | Construction for 60,000 Lit RCC OHT Paluvanji in Paluvanji Panchayat... 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 earth and earth mixedwith smallsize boulders for foundation SS 20B For Column Foundation For G.L. Brace Beam (3.68-2.90=0.78) |
| 2 | Second depth2.00 m -BelowFor Column Foundation |
| 3 | Sand filling for foundation with clear M.Sand including cost of sand watering, ramming and consolidationetc complete. For Column Foundation |
| 4 | 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. For Column Foundation, For GL Brace Beam Foundation (3.68-0.30=3.38) |
| 5 | 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, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by TWAD Board officers.For footing sides |
| 6 | For column upto G.L. Brace Beam Bottom , inner, outer |
| 7 | For column, G.L. brace beam top to Middle brace beam bottominside outside-(0.00 to 3.30) |
| 8 | Middle brace beam inside ( 3.30 to 3.54), Cover slab Bottom (10.80 - 10.80) |
| 9 | Square Column(4.30 - 5.30) |
| 10 | Square Column(5.30 - 6.30) |
| 11 | Square Column(6.30 - 6.68), Grid Beam Bottom (6.68-7.10) |
| 12 | Floor Slab Bottom (7.10 - 7.10) (5.65+0.90+0.90 =7.45 dia) |
| 13 | for Curv Surface ( 8.30 - 10.30) |
| 14 | Curv. Surface Tank Side wall inner, Outer(10.30-10.80) |
| 15 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete. |
| 16 | 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 For rectangular portion ,For trapezoidal portion ,For column, G.L. brace beam top to Middle brace beam bottom -(0.00 to 3.14),Square Column(3.54 - 4.50) |
| 17 | Square Column(4.50 - 6.68), Grid (Floor) Beam(6.68 - 7.10), Floor Slab (7.10- 7.35), Haunch(7.35- 7.50), Water Tank Side Wall(7.35-9.00) |
| 18 | Water Tank Side Wall(9.00-10.80), Water tank cover slab(10.80 - 10.985), |
| 19 | Refilling the foundation with excavated earth including watering and consolidation etc., complete. |
| 20 | Providing PVCI ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl etc., complete., |
| 21 | Providing manhole cover of size 0.60 m X 0.60 m in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges etc., complete., |
| 22 | 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., to required height and clear width of 4Scm consisting of two Nos. of ve~ical post of 10cm x lScm and step slab of 25mm x 25mm etc., complete. |
| 23 | FabricatFabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre welded, jointed etc., providing with suitable side supports, clamps, and locking arrangements provided with one coat of red oxide paint for providing access to roof top of OHT of suitable inclined length, including bottom anchorage and transportation etc., complete., |
| 24 | Providing cut stone slab in CM 1:3 etc., complete.,(.45x.45x.15) |
| 25 | Exterior Emulsion Painttwocoats with approved exterior emulsion paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete. |
| 26 | Towards cost and supply of plumbing materials for tank inlet, outlet, scour and over flow etc., 65mm dia GI pipes for inlet connection |
| 27 | 65mm dia GI pipes for over flow and RWH |
| 28 | 65mm dia GI pipes for delivery pipe. |
| 29 | 50mm dia GI pipes for scour pipe. |
| 30 | 90mm dia PVC Threaded coupler |
| 31 | 65mm dia PVC Threaded coupler |
| 32 | 65mm dia GI Tee |
| 33 | 65mm dia 90 Deg. Bend |
| 34 | 65mm dia GI Bend (Short) |
| 35 | 65mm dia GI Coupler |
| 36 | 65mm dia GI Union |
| 37 | 65mm dia GI Elbow |
| 38 | 50mm dia GI Union |
| 39 | 50mm dia GI Elbow |
| 40 | 65mm dia GI Tee |
| 41 | 65 X 50mm dia GI Reducer |
| 42 | 75 X 63mm dia PVC Reducer |
| 43 | 75 X 90 mm dia PVC Reducer |
| 44 | 65mm dia GM Gate Valve |
| 45 | 50mm dia GM Gate Valve |
| 46 | 63 mm PVC pipe 4ksc |
| 47 | 63 mm PVC Bend |
| 48 | 63 mm PVC Tee |
| 49 | Pvc Adhensive Solution |
| 50 | Earthwork Excavation in all Soil for excavated earth including all Charges etc 63 mm PVC Pipe |
| 51 | PVC Laying of excavated earth including all Charges etc 63 mm PVC Pipe |
| 52 | Refilling of excavated earth including all Charges etc 63 mm PVC Pipe |
| 53 | Name Board Charges |
| 54 | Provision for photographic charges |
| 55 | 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} |
