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| 1 | Construction of 30000 litre OHT ( 12 M stage ) at west street and Extension of pipe line 110 M in Umarikottai Village and Panchayat. |
| 2 | 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 wherever necessary including providing danger lights etc., and as directed as per specification SS 20B and special specification. in Hard rock Rock requiring blasting as per standard specifications and as directed by the Engineer. |
| 3 | First depth of 2m for column foundation |
| 4 | Second depth of 2m for column foundation |
| 5 | Sand filling for foundation with river sand including consolidation ramming etc. complete as per standard specifications and as directed by the Engineer-incharge |
| 6 | a) for column foundation |
| 7 | Plain Cement concrete 1:4:8 (one cement, four sand and eight course aggregate of 40mm size hard blue granite broken stone) for levelling course for foundation including the cost of mixing, placing the concrete in position, consolidating finishing and curing etc., complete and as directed for works beyond 1.50m and upto 4.50m depth below ground level. |
| 8 | a) for column foundation |
| 9 | RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., |
| 10 | (i) below 1.50m to 4.50m depth from G.L for Footing |
| 11 | Below G.L upto 1.50m depth for column & G.L brace |
| 12 | Above G.L upto 4.50m height for column & brace |
| 13 | Above 4.50m to 7.32m ht., from G.L for column & brace |
| 14 | Above 7.32m to 10.98m ht., from G.L for column & brace |
| 15 | Above 10.98m to 14.64m ht., from G.L for column |
| 16 | Above 14.64m ht., to 18.30m ht., for roof slab & side wall |
| 17 | Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood) joints of 10cm x 6.5cm spaced at about 90cm c/c and supported by Casurina props of 10cm to 13cm dia. at 75cm c/c complying with standard specification and as directed. |
| 18 | Plain Surface |
| 19 | Below GL |
| 20 | Upto 3.30m ht., from G.L for Column footing, G.L brace peripheral & I set of Brace above GL |
| 21 | From 5.30m to 6.30m ht., for brace |
| 22 | From 8.30m ht., to 9.30m ht., for brace |
| 23 | From 10.30m to 11.30m ht. f |
| 24 | From 11.30m to 12.30m ht. f |
| 25 | Centering for square column |
| 26 | Below GL |
| 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 ht to 9.30m ht |
| 34 | From 9.30m ht to 10.30m ht |
| 35 | From 10.30m ht to 11.30m ht |
| 36 | Centering for curved surface |
| 37 | From 0 to 3.30m ht from floor level for side wall |
| 38 | From 11.30m to 12.30m ht for sides of floor slab |
| 39 | Supplying, fabricating and placing in position of RTS grills for reinforcement for various members including cost of steel for all RCC works etc., complete as per standard specifications and as directed by Engineer. The rate to include the cost of binding wire also. |
| 40 | Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putt |
| 41 | Provision for MS Ladder and Hand rails for 60000 litres - 12m Staging Height Service Reservoirs (vide separate sheet)(89000+27000) |
| 42 | Supplying and fixing in position of 0.60 x 0.60m water tight CI manhole frame and cove of approved pattern at the roof slab and as directed. The manhole frame and cover should be of light duty and confirming to IS: 1726-1974 (33kg) |
| 43 | Refilling the foundation with excavated earth including cost and conveyace of all materials and all labour charges etc |
| 44 | Provision for pipe connection arrangements for lnlet, outlrt, 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 enamel paint etc., complete as detailed below.65mm Φ GI pipes |
| 45 | 65MM dia GI Tee |
| 46 | 65MM dia GI 90 Bend |
| 47 | 65MM dia GI Coupler |
| 48 | 65MM dia GI Union |
| 49 | 65MM dia GI Elbow |
| 50 | 65MMx50MM dia GI Reducer |
| 51 | 65MM dia GM Gate Valve |
| 52 | 50MM dia GM Gate Valve |
| 53 | Earth work excavation in all classes of soil with initial lead & lift |
| 54 | Cost and supply of 63mm PVC pipe 4ksc |
| 55 | Cost and supply of 50mm GI pipe |
| 56 | 50mm GI pipe elbow |
| 57 | 63mm PVC MTA |
| 58 | 63mm PVC Tee |
| 59 | 63mm PVC bend |
| 60 | Laying & Jointing of 50mm GI pipe |
| 61 | Laying and jointing of 63mm PVC pipe |
| 62 | Refilling the pipe line trenches with excavated earth after the pipes and specials are laid |
| 63 | 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 |
