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| 1 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. |
| 2 | Supplying and Filling foundation and basement with filling M Sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. |
| 3 | Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete |
| 4 | Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete |
| 5 | Brick work in CM 1:5 mix using country bricks ground moulded of size 22 x 11 x 7cm for the following including curing etc., complete complying with standard specifications. Upto Base |
| 6 | Refillingbasement with Gravel in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. |
| 7 | Brick work in CM 1:5 mix using country bricks ground moulded of size 22 x 11 x 7cm for the following including curing etc., complete complying with standard specifications. |
| 8 | Supplying & Erecting centering for sides & soffits 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/cetc., complete Upto GL |
| 9 | Supplying & Erecting centering for sides & soffits 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/cetc., complete Above GL |
| 10 | Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc,Complete complying with stanard specification. |
| 11 | Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs wherever necessary and bearing surfaces of walls ,complete complying with standard specifications. Upto GL |
| 12 | Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs wherever necessary and bearing surfaces of walls ,complete complying with standard specifications. Above GL |
| 13 | Paving the floor with pre-polished concrete anti-skid tiles (Required shape and design) of 20mm thick of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three crushed stone M.Sand) 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers.(The make and brand of the tiles should be got approved by Executive Engineer before use on works)Using anti-skid tiles (Observed Data) |
| 14 | Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no crushed stone M.Sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers. |
| 15 | Finishing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Crushed stoneM.Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete |
| 16 | Finishing the exposed surface of RCC item of work such as slabs, beams, sunshade, facia, canopy slab, staircase waist slab, landing slab etc., with CM 1:2, 10mm thick. including raking the surface. The rate is to include the cost of providing cement mortar beading or nosing for sunshades & staircase steps, landing slabs etc., complete |
| 17 | Wall Plastering with CM 1:5, 12mm thick.over the cement concrete for floor finish including curing etc., complete complying with standard specifications and as directed by the departmental officers. |
| 18 | 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 |
| 19 | Manufacturing supplying and fixing of steel door with the following specification MS angels of size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32 x 6mm M.S flat is provided at required intervals in the shutter frame. 18-gauge C.R. sheet laid as panel in the shutter and welded intact. M.S. flat 18x5mm is welded over the 32 x 6mm M.S. flat M.Sandwitching the C.R. sheet in between additional stiffeners with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter, 3nos. of hinges in case of single leaf and 6nos. of hinges in double leaves shutter to be provided 6nos. of holdfasts 120 mm in length made of angle section spliced at the ends are welded to the outer frames of the dooretc., complete. |
| 20 | Provision for Grill Work 18.20m Length x 1.35 Height & MS Grill gate 2 Numbers 1.00m Wide - 800 Kgs |
| 21 | Drilling of borewells of size 6\" to 8\" dia. in sedimentary formation using hand boreset including insertion of casing pipe etc., and supplying and packing of pebbles , Conveyance of hand bore set including loading and unloading to be done by the contractor) |
| 22 | Reaming of 150mm to 300mm dia bore ,etc |
| 23 | Supply & delivery of 150mm Dia PVC Plain Casing pipe |
| 24 | Supply & delivery of 150mm Dia PVC Slotted Casing pipe |
| 25 | Charges for developing the borewell with air compressor of 300 CFM capacity (Minimum 8 Hours) including transportation labour and On fuel charges for compressor as directed byTWAD Board Officers and conducting yield test by ‘V’ notch method. |
| 26 | Supply & Delivery of India Mark II Deep Borewell handpump with 30m (10x 3m) connecting rods , Cylinders & telecscopic Stand |
| 27 | Supply & fixing of32mm GI Pipe in RM including cost & Conveyance of all materials & Labour charges,etc |
| 28 | Supply & fixing of32mm GI Socket in Nos |
| 29 | Erection Charges of India Mark II Deep Borewell handpump |
| 30 | Construction of Platform as per TWAD Board Type Design |
| 31 | Construction of Soak Pit to Drain waste water including cost & Conveyance of all materials,etc |
| 32 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 33 | Collection and supply of sandand filling in to the basement including cost and conveyanceto the site and all labour charges for fillingas per standard specifications |
| 34 | Plain Cement concrete 1:4:8 mix using 40mm ISS metal including cost andconveyance of all materials to site and all labour charges for mixing, laying and curing etc completefor 10 cum. |
| 35 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5 |
| 36 | Supply & Erecting centring for Sides & Soffits of CC Works Including cost & conveyance of all Materials and allLabour charges |
| 37 | Plain Cement concrete 1:2:4 mix using 20mm ISS metal including cost andconveyance of all Materials and allLabour charges ,etc complete |
| 38 | Plain Cement concrete 1:1 1/2:3 mix using 20mm ISS metal including cost andconveyance of all Materials and allLabour charges ,etc complete |
| 39 | Supply & Fixing of Bitumen pad in CC PavementIncluding cost & conveyance of all Materials and allLabour charges, etc complete |
| 40 | Supply & Filling of Good Gritty Gravel from Approved Quarry & Laid in Layers including cost of Materials &all labour charge etc.,complete |
