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| 1 | SCHEDULE ‘A’ PART-I (RCC Retaining wall 4 Mtr Hight Drg No. CP and DS Associates HSCL) |
| 2 | Earth work in excavation by mechanical means/ manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil |
| 3 | Earth work in excavation by mechanical means/ manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed |
| 4 | Supplying and stacking & laying at site as in foundation base filling 150mm thick and 63 mm to 45 mm size stone aggregate of specified |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level with mix 1:4:8 |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; Concrete of M25 grade with minimum cement content of 330 kg /cum using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions of concrete, to improve durability and orkability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete All works upto plinth level |
| 7 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; Concrete of M25 grade with minimum cement content of 330 kg /cum using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions of concrete, to improve durability and orkability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete All works above plinth level upto floor V level. |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 11 | Providing and laying in position UPVC pipes (working pressure 4 kg / cm 2 ) Single socketed pipe 110 mm dia |
| 12 | 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 with lift. |
| 13 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete |
| 14 | SCHEDULE ‘A’ PART-II (Gabion retaining wall Drg No. NPCCL(NERC)/Kohima/ 1988 SHT No. 1/1) |
| 15 | Earth work in excavation by mechanical means/ manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil |
| 16 | Earth work in excavation by mechanical means/ manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed |
| 17 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. |
| 18 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete |
| 19 | SCHEDULE ‘A’ PART-III (Random rubble masonry retaining wall 1.5mtr hight Drg No. DMR/ENGR/2017/249, SHEET 1/1) |
| 20 | Earth work in excavation by mechanical means over areas (exc. 30cm in depth.1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed for all kinds of soil. |
| 21 | Earth work in excavation by mechanical / manual means in fdn trenches or drain n-exc 1.5 m in cluding dressing of side and bottoms, lift up to n. exc 1.5 m in depth and getting out excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m. in all kinds of soil. |
| 22 | Providing and laying in position cement concrete 1:4:8, 40mm aggregate as in foundation filling and mass concrete of specified grade excluding the cost of centering and shuttering. |
| 23 | Providing and laying Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 graded stone aggregate 20 mm upto plinth level with 1:6 CM. for weep haler |
| 24 | Providing and laying Random rubble masonry with hard stone insuperstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 for weep haler graded stone aggregate 20 mm upto ceiling level with 1:6 CM. |
| 25 | Providing and laying cement concrete 1:2:4 in coping with necessary form work |
| 26 | Providing and laying for 1:3 raised pointing to random or polygonal rubble masonary |
| 27 | Providing and laying for hand packing at back of wall with broken stane n.exc 6 m. |
| 28 | Providing and laying for 75mm dia PVC pipe for weep haler |
| 29 | Providing and laying finishing walls with water proofing cement paint of required shade for New work, Two coats applied @ 3.84 kg/10 sqm |
| 30 | SCHEDULE ‘A’ PART-IV (RCC Retaining wall 5 Mtr Hight Drg No. DMR/ENGR/2022 SHT 1/3 to 3/3) |
| 31 | Earth work in excavation by mechanical means/ manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil. |
| 32 | Earth work in excavation by mechanical means/ manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. |
| 33 | Supplying and stacking & laying at site as in foundation base filling 150mm thick and 63 mm to 45 mm size stone aggregate of specified. |
| 34 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level with mix 1:4:8. |
| 35 | Providing and laying in position specified grade of reinforced cement concrete, 1:1.5:3 as in base of column & up to plinth height, excluding the cost of centering, shuttering, finishing and reinforcement, All work up to plinth level |
| 36 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement with mix of 1:1.5:3. |
| 37 | Centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete. |
| 38 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc |
| 39 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 40 | Providing and laying in position cement concrete 1:3:6 for weep holes |
| 41 | Providing and laying in position hand packing at back of wall with broken stone agg 63 mm nominal size |
| 42 | Providing and laying in position uPVC pipes (working pressure 4 kg / cm 2 ) Single socketed pipe 110 mm dia |
| 43 | Supplying and stacking at site as in foundation base filling and 100 mm size stone aggregate of specified |
| 44 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level with mix 1:3:6. |
| 45 | 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 with lift. |
| 46 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete |
| 47 | SCHEDULE ‘A’ PART-V ( ROAD WORK) |
| 48 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm 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 earthwith lead upto 50 metres. |
| 49 | Supplying and Laying, spreading and compacting stone aggregate of 90 mm to 45 mm size stone aggregate at site 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. |
| 50 | Supplying and Laying, spreading and compacting stone aggregate of 53 mm to 22.4 mm stone aggregate at site 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. |
| 51 | Providing and applying tack coat using hot straight run bitumen On W.B.M. @ 0.75 Kg / sqm and , 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. |
| 52 | Providing and applying 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity With paving Asphalt grade VG - 10 heated and then mixedwith solvent at the rate of 70 grams per kg of asphalt etc. complete (tack coat to be paid for separately) |
| 53 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete |
| 54 | Brick edging laid lengthwise with 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 |
| 55 | SCHEDULE ‘A’ PART-VI (Brick Drain Drg No. DGAR/STD/ENGR/09 sht No. 1/1) |
| 56 | 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 disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed in all kinds of soil. for foot path |
| 57 | Earth work in excavation by mechanical / manual means in fdn trenches or drain n-exc 1.5 m in cluding dressing of side and bottoms, lift up to n. exc 1.5 m in depth and getting out excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m. in all kinds of soil |
| 58 | Providing and laying in position cement concrete 1:4:8 as in mass concrete of specified grade. |
| 59 | Providing and laying in Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in cm 1:6. |
| 60 | Cement plaster 20 mm thick cement plaster 1:4 finished with a floating coat of neat cement |
| 61 | 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 40 mm nominal size derived from natural sources) |
| 62 | SCHEDULE ‘A’ PART-VII (Vertical Drain- 03 Job) |
| 63 | Boring/drilling bore well of 400 mm dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. |
| 64 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing/ strainer pipe of 200 mm dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge |
| 65 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes 25 mm dia, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing and 02 nos foot valve. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge |
| 66 | Providing and fixing for monoblock motor 1 HP with T/C copper wire2.5 sqmm 50 mtr |
| 67 | Providing and fixing Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge |
| 68 | SCHEDULE ‘A’ PART-VIII (Chain link Fencing) |
| 69 | Providing and laying in position cement concrete 1:2:4 as in foundation filling and mass concrete of specified grade excluding the cost of centering and shuttering, All work up to plinth level. |
| 70 | Providing and fixing Steel work including welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat including applying a priming coat of steel primer with two coat synthetic enamel paint |
| 71 | Fixing only G.I. chain link fencing of required width in mesh size 25x25 mm and made of G.I. wire of dia. 3 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shadeincluding strengthening with nuts, bolts and washers as required complete.(supplyed by CP Store) Please Enable Macros to View BoQ information |
