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| 1 | 1.Construction Of 60000 Liter Capacity Over Head Tank with 12.00 m Staging at Neikuppai Pt. Earth work excavation and depositing on bank with initial lead 10m and lift of 2.0m in the following classification of soils, bailing out water whereever neceessary including providing danger lights etc and as directed by TWAD Board officers as per spec Hard stiff clay, stiff block cotton, hard red earth, shales, murrams, gravely stoney earth mixed with 50% small sized boulders and hard gravelly soil |
| 2 | M.Sand filling for foundation with river sand including consolidation ramming etc,. |
| 3 | Cement concrete 1:4:8 (one cement, four sand, and eight course aggregate of 40mm size hard blue granite broken stone ) for levelling course including the cost of mixing, placing the concrete in position, consolidating finishing and curing etc, complete Beyond 1.5 m below GL |
| 4 | Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc., complete. |
| 5 | Below 1.50m to 4.50m depth from G.L |
| 6 | Below G.L upto 1.50m depth |
| 7 | Above G.L upto 4.50 ht |
| 8 | Column 4.50m to 7.32m ht above G.L |
| 9 | column 7.32m to 10.98m ht above G.L |
| 10 | column 10.98m to 14.64m ht above G.L |
| 11 | column 14.64m to 18.63m ht above G.L |
| 12 | Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht, using M.S sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded M.S angles of size 25mm x 2mm x 3mm laid over silver oak (country wood) |
| 13 | Plane surface |
| 14 | From G.l upto 3.3m ht |
| 15 | From 0m to 3.3m ht |
| 16 | From 5.30m to 6.30m ht |
| 17 | From 8.31m to 9.30m ht |
| 18 | From 11.30m to 12.30m ht |
| 19 | From 15.31m to 16.30m ht |
| 20 | Curved Surfaces |
| 21 | From 11.30m to 12.30m ht |
| 22 | From 12.31m to 13.30m ht |
| 23 | From 13.31m to 14.30m ht |
| 24 | From 14.31m to 15.30m ht |
| 25 | From 15.31m to 16.30m ht |
| 26 | Square column |
| 27 | Upto 3.30m ht |
| 28 | From 3.30m to 4.30m ht |
| 29 | From 4.30m to 5.30m ht |
| 30 | From 5.30m to 6.30m ht |
| 31 | From 6.30m to 7.30m ht |
| 32 | From 7.30m to 8.30m ht |
| 33 | From 8.30m to 9.30m ht |
| 34 | From 9.30m to10.30m ht |
| 35 | From10.30m to 11.30m ht |
| 36 | From 11.30m to 12.30m ht |
| 37 | Painting two coats with approved cement paint best quality over the outer wall surface including cost of cement paint etc. complete complying with standard specification as directed byTWAD Board officers.. |
| 38 | Supplying, fabricating and placing in position of RTS grills for reinforcement for various members including cost of steel for all RCC works as directed by TWAD Board officers. The rate to include the cost of binding wire also. |
| 39 | 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. |
| 40 | Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc.,Complete. |
| 41 | Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by Departmental officers |
| 42 | Refilling the foundation with excavated earth including consolidation as directed by the Departmental officers |
| 43 | Earth work excavation and depositing on bank with initial lead 10m and lift of 2.0m in the following classification of soils, bailing out water whereever neceessary including providing danger lights etc and as directed by TWAD Board officers as per spec Hard stiff clay, stiff block cotton, hard red earth, shales, murrams, gravely stoney earth mixed with 50% small sized boulders and hard gravelly soil 90mm PVC Pipe |
| 44 | Supply and delevery of following PVC pipes and Specials 90mmPVC Pipe 6kg |
| 45 | Laying and Joining of PVC pipes and specials of all Labour charges etc.completed |
| 46 | Refilling the basement with excated earth other than sand complying the Standard specification |
| 47 | Earth work excavation and depositing on bank with initial lead 10m and lift of 2.0m in the following classification of soils, bailing out water whereever neceessary including providing danger lights etc and as directed by TWAD Board officers as per spec Hard stiff clay, stiff block cotton, hard red earth, shales, murrams, gravely stoney earth mixed with 50% small sized boulders and hard gravelly soil 63mm PVC Pipe |
| 48 | Supply and delevery of following PVC pipes and Specials 63mmPVC Pipe 6kg |
| 49 | Laying and Joining of PVC pipes and specials of all Labour charges etc.completed |
| 50 | Refilling the basement with excated earth other than sand complying the Standard specification |
| 51 | Supply and delevery of following GI pipes and Specials 80mm GI Pipe |
| 52 | 80mm GM Gate Valve |
| 53 | 80mm GI Coupling |
| 54 | 80mm GI Elbow |
| 55 | Cement concrete 1:2:4 (one cement, four sand, and eight course aggregate of 40mm size hard blue granite broken stone ) for levelling course including the cost of mixing, placing the concrete in position, consolidating finishing and curing etc, complete Beyond 1.5 m below GL |
| 56 | Brick work in cement mortar 1:5 mix using country bricks 83/4\"x41/4\"x23/4\" and conveyance of all materials to site and all labour charges etc complete. |
| 57 | Plastering with cement mortar 1:5 mix to 12 mm thick including cost and conveyance of all materials to site and all labour charges etc complete . |
| 58 | Name Board |
| 59 | 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 |
