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| 1 | Name of the Work :Construction of 30,000/-Litre Capacity OHT with 12.00M at Muthaligoundanur H/O Thimmampatti Panchayat |
| 2 | Earthwork excavating and depositing on bank with an initial lead of 10 metres and initial lift of 2 metres in hard stiff clay, black cotton, hard red earth, shales, murrams, ordinary gravel stoney earth mixed with small sized boulders etc., SS 20Band as |
| 3 | First depth of2m |
| 4 | Second depth of 1m |
| 5 | Supply, Delivery and Filling withriver sand complying with standard specification including watering ramming and consolidation etc., complete and as directed by TWAD Board Officers-for foundation. |
| 6 | Levelling coarse in cement concrete 1:4:8 (one cement,four sand and eight aggregate) using 40mm hard broken stone andriver sand for foundation and leveling coarse including cost of all materials, mixing,placing, ramming, curing, finishing etc., complete and as directed by TWAD Board Officers. (Beyond 1.5 m to 4.5 m below GL) |
| 7 | Reinforced Cement Concrete using M30 Design mix with required cement, sand and20 mm and 10 mm Machine crushed HBGstonewithriver sand including the cost of all materials, labour charges, mixing by using mechanical mixer machine, placing in position, lifting, vibrating by using mechanical vibrator, finishing & curing but excluding the cost of reinforcement and fabricating, centering, shuttering and strutting charges etc., complete and as directed by TWAD Board Officers. |
| 8 | For items 0m to 1.50m below GL |
| 9 | For items 0m to 4.5m above GL |
| 10 | For items 4.51m to 7.32m above GL |
| 11 | For items above 7.32m & Upto 10.98m GL |
| 12 | For items above10.98 m & up to 14.64 m from GL |
| 13 | For items above14.64 m & up to 18.30 m from GL |
| 14 | Supply and erection of steel Centering, Shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25 X 25 X 3mm for boarding laid over I typeM. |
| 15 | Plane Surface |
| 16 | Below GL |
| 17 | 0 to 3.30m |
| 18 | 5.30 to 6.30 m |
| 19 | 8.30 to 9.30 m |
| 20 | 11.31 to 12.30m |
| 21 | 12.00 to 12.24m |
| 22 | Curved Surface - 0.00m to 3.30m |
| 23 | Curved Surface - 11.85 to 12.09m |
| 24 | Curved Surface - 14.75 to 14.91m |
| 25 | Square column |
| 26 | Below G.L. & 0.00 to 3.30 m |
| 27 | 3.31 to 4.30m |
| 28 | 4.31 to 5.30m |
| 29 | 5.31 to 6.30m |
| 30 | 6.31 to 7.30m |
| 31 | 7.31 to 8.30m |
| 32 | 8.31 to 9.30m |
| 33 | 9.31 to 10.30m |
| 34 | 10.31 to 11.30m |
| 35 | 11.30 to 12.30m |
| 36 | Applying two coats using approved Cement Paint including cost ofone coat of white washing, cost of all materials, labour charges, etc., complete and as directed by TWAD Board Officers. |
| 37 | Supplying, fabricating and placing in position of Steel Rods for reinforcement including cost of steel and binding wire and labour charges etc. complete for RCC works and as directed by TWAD Board Officers. |
| 38 | Fabrication, supply, delivery and fixing of outside MS Ladder of 45cmclear 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 etc., |
| 39 | Providing and fixing of RCC inside access ladder in RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBG stone including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc. |
| 40 | Supply, Delivery and fixing of CI Manhole frame with cover of following size including cost of all materials, fixing of MS clamps, Bolt and nuts etc.,complete and as directed by TWAD Board Officers. 0.60 x 0.60 (Heavy Duty) |
| 41 | Providing GI pipe connection arrangements for inlet, outlet scour and overflow etc. including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality ename |
| 42 | 65mm Ø GI pipes |
| 43 | 50mm Ø GI pipes |
| 44 | 50mm Ø GI Elbow |
| 45 | 50mm x 750mm GI Nipple |
| 46 | 50mm x 150mm GI Nipple |
| 47 | 50mm Ø GI Coupling |
| 48 | 50mm X 300mm GI Nipple |
| 49 | 50mm Ø GI Flange Set |
| 50 | 65mm Ø GI Flange Set |
| 51 | 65mm x 300mm GI Nipple |
| 52 | 65mm x 150mm GI Nipple |
| 53 | 65mm x 50mm GI Reducer |
| 54 | 65mm Ø GI Coupler |
| 55 | 65mm Ø GI Elbow |
| 56 | 65mm PVC Gate Valve |
| 57 | 65mmx75mm PVC Reducer |
| 58 | 75mm PVC Tee |
| 59 | 63mm PVC Elbow |
| 60 | 63mm PVC Mta |
| 61 | 65mm GI TEE |
| 62 | 65mm Ø GI Gate Valve |
| 63 | 50mm Ø GI Gate Valve |
| 64 | Supply and Cost of 63mm 6 KSC PVC Pipe with ISI Mark including all Charges etc., Complete |
| 65 | Main Line 63mm PVC Pipe 6 KSC |
| 66 | Delivery Line 63mm PVC Pipe 6 KSC |
| 67 | Earthwork excavation and depositing on bank with an initial lead of 10 m and lift of 2m in Hard stiff clay blcak cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B as direct |
| 68 | Laying and jointig of P.V.C and G.I pipe into the trench with proper grading and alignment and all labour charges etc,,complete |
| 69 | Refilling the Pipe line trenchwith excavated earthother than sandcomplying the Standard specification etc,,complete |
| 70 | Provision for Name Board |
| 71 | GST Amount for providing Service to Government Contract Works for the above ConstructionWorks.GST Amount is the Total GST Amount for overall quoted amount above this row in column \"BB\" for all works in this package}(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) |
