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| 1 | SCHEDULE `A\" PART-I(Bldg Wk) |
| 2 | Supply & Constr of PUF shelter for SM Bk (18.30x6.10x2.70) incl internal & external electrification and furniture.all as per GeM specification and directed by Engr in charge drg No DGAR/COB/01, Sheet No 1 to 10. |
| 3 | Supply & Constr of PUF shelter for Kote (18.30x6.10x3.0m) incl internal & external electrification and furniture.all as per GeM specification and directed by Engr in charge drg No DGAR/COB/04 Sheet No 1 to 9 |
| 4 | Supply & Constr of PUF shelter for CH/DH (20.88x6.10x2.80m) incl sanitary and water supply, internal & external electrification and furniture.all as per GeM specification and directed by Engr in charge drg No DGAR/COB/02 Sheet No 1 to 11 |
| 5 | Supply & Constr of PUF shelter for Sentry post(8.40M (7.90+0.5) m ht. incl internal & external electrification and furniture.all as per GeM specification and directed by Engr in charge drg No DGAR/COB/001 Sheet No 1 to11 |
| 6 | Supply & Constr of PUF shelter for Signal/MI room(18.30x6.10x3.0m) incl internal & external electrification and furniture.all as per GeM specification and directed by Engr in charge drg No DGAR/COB/04 Sheet No 1 to 9 |
| 7 | Constr of PUF shelter (7.20x2.20m) 06 men toilet block incl sanitary and water supply, internal & external electrification, furniture all as per GeM specification and directed by Engr in charge Drg No DGAR/COB/114 Sheet No 1 to 03, DGAR/COB/05 Sheet No 1 to 02, DGAR/COB/06 Sheet No 1 |
| 8 | Sch A Part II (PCC Footpath with Chequired tiles 178 mtr ) |
| 9 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge. All type of soil. |
| 10 | S&laying stone aggregate of 90 to 45 mm size of WBM with moorum as binding meterial incl 13.2 mm size stone screening sorting watering spreading to template campacting stone aggregate in uniform thickness |
| 11 | 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 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 13 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Dark shade pigment using ordinary cement |
| 14 | Sch A Part III (Drain 150m ) drg No DGAR/Engr/COB/10 sheet 01 |
| 15 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge. All type of soil. |
| 16 | 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 anddisposal of surplus excavated soil as directed, within a lead of 50 m. |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from naturalsources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 18 | 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 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 19 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 20 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand |
