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| 1 | Maintenance of Anganwadi No. 2 |
| 2 | OD300063/2025-2026:(Filling without roller OD) Construction of Sub grade and Earthen Shoulders with approvedmaterial obtained from borrow pits with all lifts and leads,transporting to site, spreading, grading to required slope and compacted to meet requirement ofTable 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 (3.14 Modifiedwith increased compensation and additional conveyance (KUTTANAD THALUK DSoR 2021) |
| 3 | OD332215/2025-2026:Filling with Quarry muck-Filling up lowlyingand water logged area with lockalmaterial/quarrymuck, spreading in layers, levelling the top at site and consolidation by ramming,etc completefor improving the CBRvaiue of sub grade(DSR 2o21)( QM With out roller) |
| 4 | OD331947/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M- 30 grade made by block making machine with strong vibratory compaction, of approved size,design & shape, laid in required colour and pattern over and including 50 mm thick compactedbed of 6mm coarse aggregate, filling the joints with fine sand etc. all complete as per thedirection of Engineer-in-charge. |
| 5 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal sizederived from natural sources) |
| 6 | Maintenance of Anganwadi No.7 |
| 7 | 2.8.1: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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 8 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal sizederived from natural sources) |
| 9 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 10 | 50.10.1:Steel work in built up G I 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 |
| 11 | OD332394/2025-2026:Filling with Quarry muck-Filling up lowlyingand water logged area with lockalmaterial/quarrymuck, spreading in layers, levelling the top at site and consolidation by ramming,etc completefor improving the CBRvaiue of sub grade(DSR 2o21)( QM With out roller) |
| 12 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 13 | 12.50: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 grams per sqm 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 during 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 (5.5x55mm) 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. |
