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| 1 | SCHEDULE ‘A’ PART-I (Building Works) |
| 2 | Constr of PUF Shelter (6.10m x 18.30m) for Store bldg as perGeMspecification and drawingsincluding provn of plinth /Fdn with PCCflooring & plinth protection, Electrifications and as directed by Engineer-in-charge.Drawing No. DGAR/COB/04 (Sheet No. 1/9 to 9/9). |
| 3 | Constr of PUF Shelter (7.60m x 18.30m) for Signal Centre/MI Room/Coy Office all as per GeMspecificationincluding provn of plinth /Fdn with Vitrified Tiledflooring & plinth protection, Electrificationanddrawings and as directed by Engineer-in-charge. Drawing No. DGAR/COB/01 (Sheet No. 1/10 to 10/10). |
| 4 | SCHEDULE ‘A’ PART-II (Improvement of Existing Shelters) |
| 5 | 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 kinds of soil. |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth 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.All kinds of soil. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. with mix of1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 8 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement -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). |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for sides of concrete etc. |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Mild steel and Medium Tensile steel bars |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 12 | 12 mm cement plaster finished with a floating coat of neat cement ofCM 1:4 (1 cement: 4 fine sand). |
| 13 | 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. |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. with mix of1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 15 | Providing and laying in position cement concrete, excluding the cost of centering, shuttering -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). |
| 16 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 17 | SCHEDULE ‘A’ PART-III (Footpath with Chequered Tiles) |
| 18 | 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 kinds of soil. |
| 19 | Supply and laying stone aggregate of 90 to 45 mm size of WBM with moroum as binding materials including 13.2 mm size stone screening sorrting , watering, spreading, compacting stone aggregate in uniform thickness and consolidation with power road roller of 8 to 10 tonne capacity with proper gradient and camber. |
| 20 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. with mix of1:3:6 (1 Cement : 3 coarse sandderived from natural sources : 6 graded stone aggregate 40 mm nominal sizederived from natural sources). |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for sides of concrete etc. |
| 22 | 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. |
| 23 | SCHEDULE ‘A’ PART-IV (Site development/Earth work) |
| 24 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil. |
