|
| 1 | Earth work excavation in all soils and sub soils exceipt hard rock requiring blasting with intial lead and lift including re-filling the sides of foundation in layers of 15cm thick watering, ramming, depositing the surplus earth in the premises as directed by departmental officers etc., complete asper standard specification. as per SS 20 B TNDSS NO: 23 & 24 VI (s2), VII 9,10 |
| 2 | Plain Cement concrete Using 1:4:8 mix (one cement, Four sand Eight aggregates) using 40mm ISS gauge HBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying, consolidating and curing etc., complete as per standard specification. TNDSS NO: 28 V, VI (S2) V, VI (S5A) VII |
| 3 | Supply and fabrication and placing in position of TMTsteel roads to required size and length as directed by the departamental officers including cost of binding wire, cutting, bending and tying etc., inclduing cost and conveyance of all materials to side and all labour charges etc., complete as per standard specification TNDSS NO: 97 V.VI (S6) VII (S^) VII-3 |
| 4 | Supplying and erecting Centering for sides and soffits including supports and strutting upto 3 M height for plain surfaces such as RCC Slab. Rectangular beams,. Tee Beam (or) L Beams Lintel,.Bed Block, Slabs landing slabs square or round column etc., as detalied below with all cross bracings using M.S.Sheets of size 90 cm x 60 cm and BG 10 stiffened with welded M.S.Angles of size 25x225x3 mm for boarding laid over silver oak or countrey wood joists of 10cm to 13cm dia spaced at an intervals of 75 cm c/c etc., complete complying with standard spefication as directed by departamental officers TNDSS NO: 30& 86 |
| 5 | Circular surface |
| 6 | Curved Surface |
| 7 | Plain Surface |
| 8 | Reinforced cement concrete 1:11/2:3 (One Cement one and half sand and three aggregate) using 20mm size I.S.S metal including cost conveyance of materials to site and all labour chages etc.,mixing laying consolidating curring etc., but excluding cost of steel etc., complete as per standard specification TNDSS NO: 30 V. VI (S3) VII-3 |
| 9 | Brick work in Cement mortar 1:5 (One Cement Five Sand) mix using country bricks of size 8-3/4\\" x2\\" including all cost and conveyance of all materials as per Standard Specification TNDSS NO: 31 & similar to 31C V, VI (S5) VII |
| 10 | Plastering with Cement mortar 1:5 (one cement five sand) mix 12mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing laying and curing etc complete complying with std specification TNDSS No: 56 & 57 |
| 11 | Plastering with Cement mortar 1:3 (one cement three sand) mix 10mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing laying and curing etc complete complying with std specification TNDSS No: 56 & 57 |
| 12 | Supply, fabrication and fixing of MS door using MS angle and sheet of approved quality with one coat of red oxide primer including cost and conveyance of all materials and labour charges to site etc., and complete |
| 13 | Painting with Two Coats with Weather sealed Exterior emulsion Paint as instructed by the departmrntal officers including Preparation of surface curing, etc complete in all floorscomplying with standard specification. ( The Colour and shade of the paint shall be got approved by the departmental officers.) |
| 14 | Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer 61 V, VI (S4) 3 |
| 15 | Drilling of 150 mm dia Bore well in hard rock area to any required depth as decided by the Departmental officers including Transportation from one place to anothr place with in Tamilnadu State by direct method using contractor's rig tools at the site shown by the Departmental Officers including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification |
| 16 | Supply and erection of 180 mm dia PVC Casing Pipe of approved quality to require depth including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification |
| 17 | Supply and delivery of 2HP Single phase Submergeble Pumpset as per Is 8034 with Panal Board including all labour charges etc (20 Lpm x 100mHead) ( TWAD SSRB S.No - 2/18 |
| 18 | Supply and Delivery and fixing ofHDPE tank of 2000 litre capasity as per IS1 12701/1996 inculding,unloading,transportation and labour charges for fixing of the GI pipes and Specials for Pipe connection works Inculding cutting,threading and Fixing charges etc., Complete |
| 19 | Supply and delivery of pipes and pipes specials including all charges etc.,Complete. (32mm GI Pipes B class ) |
| 20 | 32mm GI coupling (Havey) |
| 21 | 32mm GI Bend |
| 22 | 32mm GM Gatevalue |
| 23 | 32 mm GI union |
| 24 | MS Bore Cover |
| 25 | MS Clamp Set |
| 26 | 2.5 Sqmm 3 core Flat cable |
| 27 | 25mm PVC Pipe |
| 28 | 25mm PVC Bend |
| 29 | Woodern Board 0.60x0.45 |
| 30 | 16ams DPIC Main |
| 31 | 20mm GI Pipe |
| 32 | 20mmGI cupling |
| 33 | 20mm GI ElBow |
| 34 | 20mm Waste Not Tap |
| 35 | 32 mm NR Valve |
| 36 | Laboar charges for the erection of submersible pumpset in Borewell including fixing jointing submersible cable with proper clamps up to starter to required depth ande also fixing of riser pipes to the recquired depth valves erection clamps,pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, voltmeter,Ammeter,Three pilot (indicating) lamps capacitor single phasing preventor,Water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days |
| 37 | Geo Physical Survey Report for conducting water level testing (Minimum 3 Location) Point Please Enable Macros to View BoQ information |
