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| 1 | SCHEDULE‘A’ PART-I(Extension of Bituminous Road incl earth cutting) |
| 2 | 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. All kind of soil. |
| 3 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. |
| 4 | Supplying, laying, spreading and compacting stone aggregate of 90 mm to 45 mm size to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 5 | Supplying, laying, spreading and compacting stone aggregate of 63 mm to 45 mm size to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 6 | Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. |
| 7 | Providing and applying tack coat on W.B.M. @ 0.75 Kg / sqm using hot straight run bitumen of grade VG -10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. |
| 8 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminousbinder and filler, transporting the hot mix to work site by tippers,laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratoryand tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) preparedin Batch Type Hot Mix Plant of 100-120 TPH capacity.. |
| 9 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 10 | SCHEDULE‘A’ PART-II (Road Side Drains) As per drawing No. IGAR(N)/2016/06 sheet No. 1.1 |
| 11 | 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 and getting out hard/dense soil |
| 12 | M/L for PCC 1:4:8, type D2 for foundation filling and mass concrete. |
| 13 | M/L for PCC 1:3:6 type C1 using 20mm gd aggregate for drain. |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form work for sides of PCC drains |
| 15 | Providing 15 mm cement plaster on rough side of drains finished with a floating coat of neat cement of mix CM 1:4. |
| 16 | SCHEDULE‘A’ PART-III(RRM Retaining wall 2.50 mtr above GL) = 18.00 RM |
| 17 | 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 in all kinds of soil |
| 18 | Providing and laying in position cement concrete 1:4:8 using stone agg 40mm nominal size excluding the cost of centering and shuttering - All work up to plinth level. |
| 19 | M/L for random rubble masonry with hard stone in retaining wall, including leveling up with cement concrete 1:6:12 in CM 1:6. |
| 20 | M/L for PCC 1:2:4 type B1 as in coping. |
| 21 | M/L for raised pointing to random rubble masonry surfaces using CM 1:4. |
| 22 | M/L for loose filling agg of gauge 63mm to 45mm on back side of retaining wall. |
| 23 | M/L for PCC 1:3:6 for weep hole. |
| 24 | M/L for 110mm dia PVC pipe for weep hole. |
| 25 | SCHEDULE‘A’ PART-IV(RRM Retaining wall 4.00 mtr above GL)= 15.00 RM |
| 26 | 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 in all kinds of soil |
| 27 | Providing and laying in position cement concrete 1:4:8 using stone agg 40mm nominal size excluding the cost of centering and shuttering - All work up to plinth level. |
| 28 | M/L for random rubble masonry with hard stone in retaining wall, including leveling up with cement concrete 1:6:12 in CM 1:6. |
| 29 | M/L for PCC 1:2:4 type B1 as in coping. |
| 30 | M/L for raised pointing to random rubble masonry surfaces using CM 1:4. |
| 31 | M/L for loose filling agg of gauge 63mm to 45mm on back side of retaining wall. |
| 32 | M/L for PCC 1:3:6 for weep hole. |
| 33 | M/L for 110mm dia PVC pipe for weep hole. |
| 34 | SCHEDULE‘A’ PART-V(RCC Retaining wall 3.00 mtr above GL)= 40.00 RM As per drawing No. NLR(S)/Engr/479 sheet No.1/1 |
| 35 | 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 in all kinds of soil. |
| 36 | Providing and laying in position cement concrete 1:4:8 using stone agg 40mm nominal size excluding the cost of centering and shuttering - All work up to plinth level. |
| 37 | Providing and laying in position reinforced cement concrete 1:1.5:3 Type A1 using 20mm gd aggregate, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. |
| 38 | Reinforced cement concrete work 1:1.5:3 Type A1 using 20mm gd aggregate in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement. |
| 39 | Centering and shuttering including strutting, propping etc. and removal of form for footing. |
| 40 | Centering and shuttering including strutting, propping etc. and removal of form for RCC retaining wall. |
| 41 | Steel reinforcement hot rolled deformed bars for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. |
| 42 | M/L for 110mm dia PVC pipe for weep hole. |
| 43 | 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. |
| 44 | SCHEDULE‘A’ PART-VI(RCC Culvert)= 01 No (As per drawing No. IGAR(N)/2019/20 sheet No.1/1 |
| 45 | Earth work in excavation in trenches not exc 1.50 mtr deep and wide and getting out hard/dense soil |
| 46 | M&L for PCC 1:4:8 Type D2 in fdn filling and mass concrete. |
| 47 | M&L for BBM in CM 1:6 with Sub class \"B\" bricks, |
| 48 | M&L for PCC (1:3:6) type C2 in bed of culvert |
| 49 | M&L for PCC (1:2:4) type B1 in bed block incl form work |
| 50 | M&L for RCC (1:2:4) type B1, as in cover slab. |
| 51 | M&L for form work to side and soffits of RCC slab |
| 52 | M&L for mild steel for bar cut to length bent to shape reqd incl bending , bindingetc. Complete 10mm dia and over |
| 53 | M&L for PCC ( 1:2:4) type B0 as in coping incl necessary formworkand finishing |
| 54 | M&L for plastering in CM 1:4, 15mm thick, |
