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| 1 | Earth work excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, ordinary earth, earth mix with 50% fair sized boulders etc., with initial lead and lifts including laying, spreading, leveling, sectioning breaking clods etc., including all incidental charges etc., complete as per standard specification . for Foundations SS 20B TNDSS NO. 23 &24 V, VI (S2) VI 9 |
| 2 | First depth of 2m |
| 3 | Second depth of 1m |
| 4 | Supply delivery and filling of M- Sand in layer of not more than 15 cm thick including watering with all layers and consolidation complying with standard specification including cost and conveyence of sand to Site and all labour charges and all other incidential charges etc,. complete as per Standard Specification TNDSS NO. 24 &25 NBC Part VI (S2) 8 |
| 5 | Cement concrete of mix 1:4:8 (One cement four M-sand and eight aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including labour charges, transporting and placing in position including shoring, strutting forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification. TNDSS NO.28 V,VI S25 |
| 6 | Reinforced Cement concrete M30 design mix using 12mm and 20mm Hard broken stone excluding cost of supplying fabricating and placing in position of MS/RTS Grills for reinforcement and centring strutting and shuttering but including cost of mixing, placing the concrete in position, Vibrating consolidating finishing and curing the concrete etc completed and as directed by the Engineer incharge ( The rates inclusive of testing the reservoir for the water tightness of the structure) TNDSS NO. 28 V,VI S25 |
| 7 | For items 1.5m to 4.5m below GL |
| 8 | Items 0 to 1.5m Below G.L |
| 9 | For Items 0m to 4.50m from GL |
| 10 | Above 4.50m and upto 7.32 from GL |
| 11 | For items above 7.32m & up to 10.98m from G.L |
| 12 | For Items from 10.98m to 14.64m above G.L |
| 13 | For items above 14.64m & up to 18.30m from G.L |
| 14 | For items above 18.30m & up to 21.96m from G.L |
| 15 | Reinforced Cement concrete M30 design mix using 12mm and 20mm Hard broken stone excluding cost of supplying fabricating and placing in position of MS/RTS Grills for reinforcement and centring strutting and shuttering but including cost of mixing, placing the concrete in position, Vibrating consolidating finishing and curing the concrete etc completed and as directed by the Engineer incharge ( The rates inclusive of testing the reservoir for the water tightness of the structure) TNDSS NO. 28 V,VI S25 |
| 16 | For Items 0m to 4.50m from GL |
| 17 | Supplying & Erecting of steel centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ). TNDSS NO.86 K, 86 A |
| 18 | Plane Surfaces |
| 19 | Below G.L items |
| 20 | 3.31 to 4.30m |
| 21 | 7.31 to 8.30m |
| 22 | 11.31m to 12.30m |
| 23 | 15.31m to 16.30m |
| 24 | Curved Surface |
| 25 | 0 - 3.30m |
| 26 | 3.31 to 4.30m |
| 27 | 15.31 to 16.30m |
| 28 | 16.31 to 17.30m |
| 29 | Square Column |
| 30 | Below G.L |
| 31 | 0 to 3.30m |
| 32 | 3.31 - 4.30 m |
| 33 | 4.31 - 5.30 m |
| 34 | 5.31 - 6.30 m |
| 35 | 6.31m to 7.30m |
| 36 | 7.31 - 8.30 m |
| 37 | 8.31m to 9.30m |
| 38 | 9.31m to 10.30m |
| 39 | 10.31m to 11.30m |
| 40 | 11.31m to 12.30m |
| 41 | 12.31m to 13.30m |
| 42 | 13.31m to 14.30m |
| 43 | 14.31m to 15.30m |
| 44 | 15.31m to 16.30m |
| 45 | Circlular Column |
| 46 | Below G.L |
| 47 | 0 to 3.30m |
| 48 | 3.31 to 4.30m Central column |
| 49 | 4.31 to 5.30 m central column |
| 50 | 5.31 to 6.30 m central column |
| 51 | 6.31 to 7.30 m central column |
| 52 | 7.31 to 8.30 m central column |
| 53 | 8.31 to 9.30 m central column |
| 54 | 9.31 to 10.30 m central column |
| 55 | 10.31 to 11.30 m central column |
| 56 | 11.31 to 12.30 m central column |
| 57 | 12.31 to 13.30 m central column |
| 58 | 13.31 to 14.30 m central column |
| 59 | 14.31 to 15.30 m central column |
| 60 | 15.31 to 16.30 m central column |
| 61 | Supplying and Fabrication of Steel and placing in position TMT for RCC works as per design given including cost of steel and GI binding wire and labour charges for cutting bending tying etc etc,. Complete complying with standard specification in force and as directed by department officials.- TNDSS NO. SS 86 & 86A V,VI, VII (S6) 7,3 |
| 62 | 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, putty, wherever required etc., complete complying with standard specification. (S.l.No.359-A) |
| 63 | Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 using 20mm HBG stone for O.H.T including cost of Reinforecement placing grill in the possition centering and shuttering charges mixing concrete curing etc to required height clear width of 45 cm consisting of 2nos vertical post of 10 x 15cm and step slab of 25 x 25mm etc completely and as directed by Town panchayat Engineers. |
| 64 | Providing PVC ventilating arrangements mosquito proof nylon net with 110mm PVC cowl and as directed by departmental Engineers. |
| 65 | Providng manhole cover of size 0.60 x 0.60m in RCC 1:1.5:3 with suitable reinforecement and 50 x 50 x 6 mm M.S angle fixed along edges and as directed by departmental officers. |
| 66 | Provision for Pipe connection arrangements for inlet outlet, scour and over flow etc., including cost of pipes, specials, valve, labour charges for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint etc., complete as detailed below. |
| 67 | 80mm dia G.I pipe |
| 68 | 90mm dia PVC coupler |
| 69 | 80mm dia GI Tee |
| 70 | 80mm dia GI 900 Bend |
| 71 | 80mm Dia GM Gate Valve |
| 72 | 90mm dia PVC PVC pipe |
| 73 | 80mm dia G.I coupling |
| 74 | Earth work excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, ordinary earth, earth mix with 50% fair sized boulders etc., with initial lead and lifts including laying, spreading, leveling, sectioning breaking clods etc., including all incidental charges etc., complete as per standard specification . |
| 75 | 90mm HDPE Pipe |
| 76 | Supply and delivery of rigid HDPE/PVC pipes and GI pipes to a standard length of 6m with a one end socket and other end free. The pipes should be quaranteed for pressure. |
| 77 | 90mm HDPE Pipe |
| 78 | Supply and delivery of rigid HDPE/PVC and GI Specials including cost and conveyance of all charges with ISI make etc complete. |
| 79 | 90 mm HDPE Bend |
| 80 | 90 mm HDPE TEE |
| 81 | Lowering rigid pipes and special to trench and laying to proper grade and alignment with HDPE coupler and cement paste and excuting to required pressure including conveyance of water for filling during testing etc completed as per standard specification. |
| 82 | 90mm HDPE Pipe |
| 83 | Refilling the excavated earth for the pipe line laying as per standard specification. |
| 84 | 90mm HDPE Pipe Please Enable Macros to View BoQ information |
