| 1 | 1 | Work for Construction of 200 cum. Biogas Plant State Dairy at Central Semen Station, Nouner Datia. | BI01010001010000000000000515BI0100001112 | | |
| 2 | 1.01 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. All kinds of soil. (SOR I.No. 2.1.1/P-22) | BI01010001010000000000000515BI0100001113 | 12 | 100 sqm. |
| 3 | 1.02 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. Hard rock (blasting prohibited) (SOr I.No. 2.7.3/P-22) | BI01010001010000000000000515BI0100001114 | 1087.13 | Cum. |
| 4 | 1.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : With 40mm nominal size graded stone aggregate. Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10) (SOR I.NO. 4.1.2.2/P-45) | BI01010001010000000000000515BI0100001115 | 62.274 | Cum. |
| 5 | 1.04 | Reinforced cement concrete work (with 20mm nominal size graded stone aggregate) in well-steining excluding the cost of centering, shuttering, finishing and reinforcement in M 20 –Grade Concrete (SOR I.No. 5.7/P-66) | BI01010001010000000000000515BI0100001116 | 156.08 | Cum. |
| 6 | 1.05 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire up to floor two level including all wastage etc. complete. Thermo-Mechanically Treated bars.(TMT) (SOR I.No. 5.16.6/P-68) | BI01010001010000000000000515BI0100001117 | 14630 | Kg. |
| 7 | 1.06 | 20 mm cement plaster of mix : 1:6 (1 cement: 6 sand) (SOR I.NO. 13.3.2/P-244) Internal plaster | | 982.91 | Sqm. |
| 8 | 1.07 | Neat cement punning (SOR I.NO. 13.10/P-244) | | 982.41 | Sqm. |
| 9 | 1.08 | Providing sand faced plaster upto 10meter hight above ground level concrete or brick masonry surfaces in two coats, base coat of 13 mm thick in cement mortar 1:4 (1 cement : 4 sand), clearing the surface by combing it and finishing coat of 8 mm. thick in cement mortar 1:3 (1 cement: 3 sand) and taking out surface grains by mechanical arrangement including cost of all material, labour, and T and P including all lead, lift and scaffolding etc. complete. (SOR I.No. 13.13/P-245) | | 194.7 | Sqm. |
| 10 | 1.09 | Brick work with well burnt chimney bricks in bulls patent trench kiln, crushing strength not less than 25kg /cm2 and water bsorption not more than 20% in superstructure above plith level and up to floor two level i/c curing etc complete. Cement Mortar 1:6 (1 cement : 6 sand). (SOR I.No. 6.4.2/P-85) | | 16.84 | Cum. |
| 11 | 1.1 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm + 0.05 %, total coated thickness with zinc coating 120 gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (SOR I.NO. 12.15) | | 443.78 | Sqm. |
| 12 | 1.11 | Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses/frame work 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 (SOR I.NO. 10.15.1/P-181) | | 2590.64 | Kg. |
| 13 | 1.12 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia steel pulleys complete with bolts, nuts, locking arrangement, stoppers,handles, including applying a priming coat of approved steel primer. Rate includes recess cutting in floor and making good the same wherever required. (SOR I.No. 10.3/P-178) | | 6.3 | Sqm. |
| 14 | 1.13 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x5mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece. (SOR I.NO. 10.5.2/P-178) | | 5.1 | Sqm. |
| 15 | 1.14 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (SOR I.No. 10.22.2/P-182) | | 14475 | Kg. |
| 16 | 1.15 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work (SOR I.NO. 13.60.1/P-251) | | 328 | Sqm. |
| 17 | 1.16 | FRP Coating (NON SOR) | | 164 | Sqm. |
| 18 | 1.17 | Supplying and filling in plinth with hard muram/ hard copra having MDD not less than 2.0 t/cum under floors including watering, ramming and compacting ( minimum compaction 95% of MDD ) in kayers not exceeding 20 cm in thickness and dressing complete. ( Note:- maximum thickness of this layer to be provided shall be 30 cm.) (SOR I.NO. 2.28.1/P-26) | | 800 | Cum. |
| 19 | 1.18 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). (SOR I.NO. 13.56.1/P-250) | | 200 | Sqm. |
| 20 | 2 | ELECTRO-MECHANICAL ITEMS | BI01010001010000000000000515BI0100001124 | | |
| 21 | 2.01 | Biogas Blower 25 cum/her | BI01010001010000000000000515BI0100001125 | 1 | Nos. |
| 22 | 2.02 | Biogas Blower 8 cum./ her (for thermal application | BI01010001010000000000000515BI0100001126 | 1 | Nos. |
| 23 | 2.03 | Biogas Pressure Vessel 0.60 x 0.6 m | BI01010001010000000000000515BI0100001127 | 1 | Nos. |
| 24 | 2.04 | Biogas Scrubbing system 4 Tanks | | 1 | Set |
| 25 | 2.05 | Biogas Engine with canopy and con | | 1 | Nos. |
| 26 | 2.06 | Moisture Trap | | 2 | Nos. |
| 27 | 2.07 | Dung Mixer 5 HP | | 1 | Nos. |
| 28 | 2.08 | Balloon PVC Fabric 75 cum. | | 2 | Nos. |
| 29 | 2.09 | Slurry Pump 3 HP | | 3 | Nos. |
| 30 | 2.1 | Slurry Seperator Sepcom 45 | | 1 | Nos. |
| 31 | 2.11 | All electrical work up to change over switch, mixer, and blower and earthing work. | | 1 | Nos. |
| 32 | 2.12 | Piping upto 300 ft. | | 1 | Nos. |
