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| 1 | SCHEDULE ‘A’ PART - I (A) (Constuction of Single Women barrack) at COB Kukidolong of 7 AR |
| 2 | Construction of Single Women Barrack with RCC Columns, MS Truss with PPGI Sheet roofing, Brick walls, Vitrified tiles flooring, Plinth protection with drain, Doors and windows, Internal Electrifications, Plumbing and Sanitary fittings/fitments etc complete all as Shown in Drawing ( Drawing No. 6SECT/ENGR/33, Sheet No. 1/4 and 4/4) and as per direction of Engineer - in - Charge. |
| 3 | SCHEDULE ‘A’ PART - I (B) (RETAINING WALL) |
| 4 | Earth work in excavation in fdn trenches incl dressing of sides and ramming of bottoms lift upto 1.5 m incl getting out the excavated soil and disposal of surplus excavated soil as directed with in a lead of 50 m in all kind of soil. |
| 5 | Providing and laying in position cement concrete of specified grade with cement mortar 1:4:8 (1 cement :4 coarse sand :8 graded stone agge 40 mm nominal size) excluding the cost of centering and shuttering. |
| 6 | Providing and laying 50 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand :4 graded stone 20 mm nominal size agg) excluding the cost of centering and shuttering. |
| 7 | Providing and constructing of RR masonry wall with hard stone in foundation and superstructure incl leveling up with cement concrete 1:6:12 (1 cement:6 coarse sand: 12 graded stone agg 20mm nominal size) with CM 1:6 (1 cement : 6 coarse sand). |
| 8 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 sand) with raised and cut pointing. |
| 9 | Providing and fixing on wall unplasticised rigid PVC pipes 75 mm diaweep holes. |
| 10 | Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete with 1:1½:3 (1 Cement: 1½ coarse and (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 11 | Dry stone pitching 22.50 cm thick incl supply of stones and preparing surface complete. |
| 12 | Centering and shuttering incl strutting, propping etc complete and removal of form work for copping. |
| 13 | SCHEDULE ‘A’ PART - I (C) (DRAIN) |
| 14 | Earth work in excavation in fdn trenches incl dressing of sides and ramming of bottoms lift upto 1.5 m incl getting out the excavated soil and disposal of surplus excavated soil as directed with in a lead of 50 m in all kind of soil. |
| 15 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 16 | Brick work withcommon 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). |
| 17 | Providing and laying 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand). |
| 18 | SCHEDULE ‘A’ PART - I (D) (FOOTPATH) |
| 19 | Earth work in surfaceexcavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed in all kind of soil. |
| 20 | Providing and laying 63 mm to 45 mm size stone agg and compacting stone agg. |
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 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 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) with Ordinary cement without any pigment |
| 23 | Finishing walls with Premium Acrylic Smooth exterior paint on new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)with Silicone additives of required shade. |
| 24 | SCHEDULE ‘A’ PART - I (E) (SEPTIC TANK, SOAK PIT, CHAMBERS AND ALLIED WORKS) |
| 25 | Construction of 01 No 20 Users Septic Tank as per Drg No. STD/ENGR/09, Sheet No - 1/1. |
| 26 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 27 | Constructing brick masonry manhole in cement mortar 1:4 ( 1cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design, Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 28 | Providing and fixing 20 mm dia nominal bore G.I. Pipes complete with G.I. Fittings and clamps, i/c cutting and making good the walls etc. |
| 29 | Providing and fixing 25 mm dia nominal bore G.I. Pipes complete with G.I. Fittings including trenching and refilling etc. |
| 30 | Providing and fixing 40 mm dia nominal bore G.I. Pipes complete with G.I. Fittings including trenching and refilling etc. |
| 31 | Providing and fixing on wall unplasticised rigid PVC pipes incl jointing with seal ring, single socketed pipes of 110 mm dia. |
| 32 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 33 | SCHEDULE ‘A’ PART - I (F) (SITE DEVELOPMENT) |
| 34 | 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 in all kinds of soil. |
| 35 | SCHEDULE ‘A’ PART - II (A) (CONSTRUCTION OF SINGLE WOMEN BARRACK) at COB Nihokhu of 7 AR |
| 36 | Construction of Single Women Barrack with RCC Columns,MS Truss with PPGI Sheet roofing, Brick walls, Vitrified tiles flooring, Plinth protection with drain, Doors and window,s Internal Electrification, Plumbing and Sanitary fittings/fitments etc complete all as shown in Drawing (Drawing No. 6 Sec/Engr/33, Sheet no. 1/4 and 4/4) and as per direction of Engineer-in-charge. |
| 37 | SCHEDULE ‘A’ PART - II (B) (RETAINING WALL) |
| 38 | Earth work in excavation in fdn trenches incl dressing of sides and ramming of bottoms lift upto 1.5 m incl getting out the excavated soil and disposal of surplus excavated soil as directed with in a lead of 50 m in all kind of soil. |
| 39 | Providing and laying in position cement concrete of specified grade with cement mortar 1:4:8 (1 cement :4 coarse sand :8 graded stone agge 40 mm nominal size) excluding the cost of centering and shuttering. |
| 40 | Providing and laying 50 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand :4 graded stone 20 mm nominal size agg) excluding the cost of centering and shuttering. |
| 41 | Providing and constructing of RR masonry wall with hard stone in foundation and superstructure incl leveling up with cement concrete 1:6:12 (1 cement:6 coarse sand: 12 graded stone agg 20mm nominal size) with CM 1:6 (1 cement : 6 coarse sand). |
| 42 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 sand) with raised and cut pointing. |
| 43 | Providing and fixing on wall unplasticised rigid PVC pipes 75 mm diaweep holes. |
| 44 | Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete with 1:1½:3 (1 Cement: 1½ coarse and (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 45 | Dry stone pitching 22.50 cm thick incl supply of stones and preparing surface complete. |
| 46 | Centering and shuttering incl strutting, propping etc complete and removal of form work for copping. |
| 47 | SCHEDULE ‘A’ PART - II (C) (DRAIN) |
| 48 | Earth work in excavation in fdn trenches incl dressing of sides and ramming of bottoms lift upto 1.5 m incl getting out the excavated soil and disposal of surplus excavated soil as directed with in a lead of 50 m in all kind of soil. |
| 49 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 50 | Brick work withcommon 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). |
| 51 | Providing and laying 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand). |
| 52 | SCHEDULE ‘A’ PART - II (D) (FOOTPATH) |
| 53 | Earth work in surfaceexcavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed in all kind of soil. |
| 54 | Providing and laying 63 mm to 45 mm size stone agg and compacting stone agg. |
| 55 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 56 | 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 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) with Ordinary cement without any pigment |
| 57 | Finishing walls with Premium Acrylic Smooth exterior paint on new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)with Silicone additives of required shade. |
| 58 | SCHEDULE ‘A’ PART - II (E) (SEPTIC TANK, SOAK PIT, CHAMBERS AND ALLIED WORKS) |
| 59 | Construction of 01 No 20 Users Setic Tank as per Drg No. STD/ENGR/09, Sheet No - 1/1. |
| 60 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 61 | Constructing brick masonry manhole in cement mortar 1:4 ( 1cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design, Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 62 | Providing and fixing 20 mm dia nominal bore G.I. Pipes complete with G.I. Fittings and clamps, i/c cutting and making good the walls etc. |
| 63 | Providing and fixing 25 mm dia nominal bore G.I. Pipes complete with G.I. Fittings including trenching and refilling etc. |
| 64 | Providing and fixing 40 mm dia nominal bore G.I. Pipes complete with G.I. Fittings including trenching and refilling etc. |
| 65 | Providing and fixing on wall unplasticised rigid PVC pipes incl jointing with seal ring, single socketed pipes of 110 mm dia. |
| 66 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 67 | SCHEDULE ‘A’ PART - II (F) (SITE DEVELOPMENT) |
| 68 | 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 in all kinds of soil. |
| 69 | SCHEDULE ‘A’ PART - III (A) (Constuction of Single Women barrack) at COB Athibung of 25 AR |
| 70 | Construction of Single Women Barrack with RCC Columns, MS Truss with PPGI Sheet roofing, Brick walls, Vitrified tiles flooring, Plinth protection with drain, Doors and windows, Internal Electrifications, Plumbing and Sanitary fittings/fitments etc complete all as Shown in Drawing ( Drawing No. 6SECT/ENGR/33, Sheet No. 1/4 and 4/4) and as per direction of Engineer - in - Charge. |
| 71 | SCHEDULE ‘A’ PART - III (B) (RETAINING WALL) |
| 72 | Earth work in excavation in fdn trenches incl dressing of sides and ramming of bottoms lift upto 1.5 m incl getting out the excavated soil and disposal of surplus excavated soil as directed with in a lead of 50 m in all kind of soil. |
| 73 | Providing and laying in position cement concrete of specified grade with cement mortar 1:4:8 (1 cement :4 coarse sand :8 graded stone agge 40 mm nominal size) excluding the cost of centering and shuttering. |
| 74 | Providing and laying 50 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand :4 graded stone 20 mm nominal size agg) excluding the cost of centering and shuttering. |
| 75 | Providing and constructing of RR masonry wall with hard stone in foundation and superstructure incl leveling up with cement concrete 1:6:12 (1 cement:6 coarse sand: 12 graded stone agg 20mm nominal size) with CM 1:6 (1 cement : 6 coarse sand). |
| 76 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 sand) with raised and cut pointing. |
| 77 | Providing and fixing on wall unplasticised rigid PVC pipes 75 mm diaweep holes. |
| 78 | Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete with 1:1½:3 (1 Cement: 1½ coarse and (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 79 | Dry stone pitching 22.50 cm thick incl supply of stones and preparing surface complete. |
| 80 | Centering and shuttering incl strutting, propping etc complete and removal of form work for copping. |
| 81 | SCHEDULE ‘A’ PART - III (C) (DRAIN) |
| 82 | Earth work in excavation in fdn trenches incl dressing of sides and ramming of bottoms lift upto 1.5 m incl getting out the excavated soil and disposal of surplus excavated soil as directed with in a lead of 50 m in all kind of soil. |
| 83 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 84 | Brick work withcommon 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). |
| 85 | Providing and laying 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand). |
| 86 | SCHEDULE ‘A’ PART - III (D) (FOOTPATH) |
| 87 | Earth work in surfaceexcavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed in all kind of soil. |
| 88 | Providing and laying 63 mm to 45 mm size stone agg and compacting stone agg. |
| 89 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 90 | 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 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) with Ordinary cement without any pigment |
| 91 | Finishing walls with Premium Acrylic Smooth exterior paint on new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)with Silicone additives of required shade. |
| 92 | SCHEDULE ‘A’ PART - III (E) (SEPTIC TANK, SOAK PIT, CHAMBERS AND ALLIED WORKS) |
| 93 | Construction of 01 No 20 Users Setic Tank as per Drg No. STD/ENGR/09, Sheet No - 1/1. |
| 94 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 95 | Constructing brick masonry manhole in cement mortar 1:4 ( 1cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design, Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 96 | Providing and fixing 20 mm dia nominal bore G.I. Pipes complete with G.I. Fittings and clamps, i/c cutting and making good the walls etc. |
| 97 | Providing and fixing 25 mm dia nominal bore G.I. Pipes complete with G.I. Fittings including trenching and refilling etc. |
| 98 | Providing and fixing 40 mm dia nominal bore G.I. Pipes complete with G.I. Fittings including trenching and refilling etc. |
| 99 | Providing and fixing on wall unplasticised rigid PVC pipes incl jointing with seal ring, single socketed pipes of 110 mm dia. |
| 100 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 101 | SCHEDULE ‘A’ PART - III (F) (SITE DEVELOPMENT) |
| 102 | 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 in all kinds of soil. |
| 103 | SCHEDULE ‘A’ PART - IV (A) (CONSTRUCTION OF LPG STORE) |
| 104 | Construction of LPG Store (G) with RCC Columns, RCC Roof slab, Brick walls, PCC flooring, Plinth Protection with drain, Doors and Windows, APP Roof treatment over 40mm grading layer with concrete mix 1:2;4 etc complete as per specifications and dimensions shown in Drawing (Drawing No.6 SECT/ENGR/47, Sheet No. 1/7 to 7/7) anddirections of Engineer - in - Charge. |
| 105 | SCHEDULE ‘A’ PART - IV (B) (SITE DEVELOPMENT) |
| 106 | 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 in all kinds of soil. |
| 107 | SCHEDULE ‘A’ PART - IV (C) (INTERNAL ROAD) |
| 108 | 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-in-charge. |
| 109 | Preparation and consolidation of sub grade with power power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm deep dressing to camber and consolidating with road roler including making goods undulation etc and re rolling the sub grade and disposal of surplus earth with lead upto 50 meters |
| 110 | Supplying and stacking at site ofstone aggregate of 90 to 45 mm size . |
| 111 | Supplying and stacking at site ofstone aggregate of 63 mm to 45 mm size . |
| 112 | Supplying and stacking at site Stone screening 13.2 mm nominal size (Type A) |
| 113 | Supplying and stacking at site Stone screening 11.2 mm nominal size (Type B) |
| 114 | Supplying and stacking at site Moorum |
| 115 | Laying, spreading and compacting stone aggregate of specified sizes 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. |
| 116 | Providing and applying tack coat using hot straight bitumen of 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 specification on wbm @0.75 kg/sqm |
| 117 | 2.5 cm premix carpet surface with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively 100 Sqmand 52 Kg and 56 Kg of hot bitumen per cum of stone chippings of 13.2 mm size and 11.2 mm size respectively,including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 ton capacity etc. Complete with paving asphalt 30/40 VG 10 heated and then mixed with solvent at the rate of 70 gm per kg of asphalt |
| 118 | Providing and laying seal coat of premissed fine aggregate (passing2.36mm and retained on 180 micron seive) with bitumen using 128 Kg of bitumen of graded 80-100(vg-10) bitumen per cum of fine aggregate per 100 sqm of road surface incl rolling and finishing with road roller in complete. |
| 119 | SCHEDULE ‘A’ PART - IV (D) (BOUNDARY WALL) |
| 120 | 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 kind of soil. |
| 121 | Providing and laying in position cement concrete of grade 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering. |
| 122 | Providing and laying in position of reinforced cement concrete grade 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. |
| 123 | Reinforced cement concrete work incolumns, pillars, piers,abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 124 | Reinforced cement concrete work in beams, suspended floors, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 125 | Centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete |
| 126 | Centering and shuttering including strutting, propping etc. and removal of form for Columns. |
| 127 | Centering and shuttering including strutting, propping etc. and removal of form for plinth beams. |
| 128 | TMT steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 129 | Providing and constructing of RR masonry wall with hard stone in foundation, incl leveling up with cement concrete 1:6:12 (1 cement:6 coarse sand: 12 graded stone agg 20mm nominal size) with CM 1:6 (1 cement : 6 coarse sand). |
| 130 | Half brick masonry 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 with cement mortar 1:4 (1 cement :4 coarse sand) mix. |
| 131 | 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand). |
| 132 | M/L for two coat acrylic smooth exterior paint of required shade on old work inclremoving old paintby scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 133 | SCHEDULE ‘A’ PART - IV (D) (STEEL GATE) |
| 134 | Supply, fabrication, errection of Steel Gate of 3 metre wide with RCC columns with 1:1.5:3 mix ( 1 Cement: 1.5 Coarse Sand : 3 stone aggregates of 20 mm nominal size) including painting etc complete as shown in drawing (Drawing No. 6 SECT/ENGR/48, Sheet No. 1/1) and directions of Engineer - in - Charge. |
| 135 | SCHEDULE ‘A’ PART - IV (D) (FOOTPATH) |
| 136 | Earth work in surfaceexcavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed in all kind of soil. |
| 137 | Providing and laying 63 mm to 45 mm size stone agg and compacting stone agg. |
| 138 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 139 | 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 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) with Ordinary cement without any pigment |
| 140 | Finishing walls with Premium Acrylic Smooth exterior paint on new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)with Silicone additives of required shade. |
| 141 | SCHEDULE ‘A’ PART - IV (E)(STROM WATER DRAIN) |
| 142 | Earth work in excavation in fdn trenches incl dressing of sides and ramming of bottoms lift upto 1.5 m incl getting out the excavated soil and disposal of surplus excavated soil as directed with in a lead of 50 m in all kind of soil. |
| 143 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 144 | Brick work withcommon 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). |
| 145 | Providing and laying 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand). |
| 146 | SCHEDULE ‘A’ PART - IV (F) (WATER TANK) |
| 147 | Construction of water tank with brick wall, soling in base with stone aggregate of 63 mm to 45 mm sizes in uniform thickness, PCC flooring 100 mm thick with1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) mix, Inside ceramic glazed tiling with Cement mortar 1:4etc complete as shown in drawing (Drawing No. 6 SECT/ENGR/47, Sheet No. 1/7 to 7/7) and directions of Engineer - in - Charge. |
| 148 | Supply, installed, testing and commissioning of 3 HP Mono black centrifugal pump set 415V , 3 Phase, Suction and Delivery pipe size 50 x 50 mm with suitable three phase starter for controlling of motor including foundations of pump set and motor including PCC and requirement of angle iron fitted with nuts and bolts having size 1 mtr x 1mtrx 0.4 mtr and allother necessary items as required at site for smooth running of pump and motor complete etc, all as per requirement and direction of Engr-in-Charge. (Make: CG/ Kirloskar/CRI). |
| 149 | Providing and fixing 50 mm diaCPVC pipes having thermal stability for hot and cold water supply including all CPVC plain and brass thread fittings, includes, jointing of pipes fittings with CPVC slovant cement, threading, treaching, refilling & testing joints complete etc, all as per requirement and direction of Engr-in-Charge. (Make: Supreme/Finolexand or equivelant |
| 150 | Providing and fixing gun metal gate valve 50 mm with CI wheel of approved quality etc, all as per requirement and direction of Engr-in-Charge. (Make :- Jindal / Tata steel Ltd / Kirloskarand or equivelant make). |
