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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 4 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 9 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 10 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes |
| 11 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 12 | Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :Up to 6 metres depth |
| 13 | Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested:Beyond 6 m and up to 12 m depth |
| 14 | Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested:Beyond 12 m and up to 18 m depth |
| 15 | Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality. |
| 16 | Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well. |
| 17 | Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories. |
| 18 | Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 19 | SITC of 0.5HP,single phase, 240 volts,mono block motor pump set, delivery 25 mm x 25 mm, discharge 2450-535 LPH at 6-39 Mtr head of water including providing of 2 Way MCB enclosure alongwith 32 Amp double \"C\" Series pole MCB and 15 Mtr4 Sq.mmtwo core PVC insulated and PVCsheathed copper wireincluding connection etc. as required. |
| 20 | Providing and fixing of 01-seater portable toilet of dimension 915 mm x 915 mm x 1980 mm which includes Indian type ceramic WC pan with PTMT push cock and 5 ltr low level PVC flushing cistern, ceramic washbasin with PTMT pillar cock inside the cabin. Water supply by means of overhead PVC water storage tank capacity 200 ltr and sewerage facility by means of Bio-digester tank capacity 200 ltr including 160 Ltr of AMI (Bacteria DRDO Approved) with 75 mm outlet facility through Ball valve, flat roof with 100 mm projection on all the four sides including installation and commissioning, plumbing and sanitary fitting connection. Provision of suitable ventilation and lightening arrangement. The bottom frame of cabin should be 35x35x5 mm thick MS angle with bottom support material 25 x25 x3 mm thick M S angle, side panel frame material 35 mm x35 mm x5 mm thick M S angle, Top (roof frame material 35 mm x35 mm x 5 mm thick M S angle, top roof support frame 25 mm x25 mm x 3 mm thick M S angle, ventilation frame material 25 mm x 3 mm thick M S flat, door frame material 35 mm x35 mm x 5 mm thick M S angle, support material for door panel fixing SS U-channel of 18 gauge, 02 nos. door hinges 75 mm size with 1.2 -1.5 mm thickness, tank holder frame 25 mm x 3 mm thick M S flat, unit under structure supported by 04 legs of size 35 mm x35 mm x 5 mm thick M S angle with corner support of 25 mm x25 mm x 3 mm thick M S angle and door Tee material 40 mm x 40 mm x5 mm thick MS Tee. Side panel material single layer 5 mm thick FRP, Top (roof) panel material 5 mm thick ply core/cement fiber board sandwich with 01 mm thick FRP from both sides, door panel material single layer 5 mm thick FRP, floor material 5 mm thick FRP. 100 mm size MS door locking bolt with 75 mm size SS tower bolt from inside, looking mirror plastic frame 455 mm x 305 mm, PTMT soap dish, provision of vent pipe from digester tank, 01 Nos LED bulb holder complete including transportation loading, unloading, Packaging etc. as per direction of Engineer-in-charge. |
