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| 1 | SCHEDULE 'A' PART-I (BUILDING WORKS) (COB CHENMOHO) Supply & Construction of prefabricated fast eractable modular shelter for SM Bk (18.30 m x 6.10 m x 3.00 m) including internal and external electrification & furniture (Specification and drawing complete all as specified for NIT). Drawing No DGAR/COB/01 Sheet No 01 to 10 attached. |
| 2 | Supply & Construction of prefabricated fast eractable modular shelter for Offrs/JCOs (10.64 m x 6.10 m x 2.70 m) including internal and external electrification & furniture (Specification and drawing complete all as specified for NIT). Drawing No DGAR/COB/03 Sheet No 01 to 10 attached. |
| 3 | Supply & Construction of prefabricated fast eractable modular shelter for Kote (18.30 m x 6.10 m x 3.00 m) (Tech Specifications and drawing as specified in NIT). Drawing No DGAR/COB/04 Sheet No 01 to 09 attached in tender. |
| 4 | Supply & Construction of prefabricated fast eractable modular shelter for CH/DH (20.88 m x 6.10 m x 2.80 m) including internal and external electrification & furniture (Specification and drawing complete all as specified for NIT). Drawing No DGAR/COB/02 Sheet No 01 to 11 attached. |
| 5 | Supply & Construction of prefabricated fast eractable modular shelter for Security Tower/Sentry Post/Guard Room (8.40 m (7.90 + 0.50) height) including internal and external electrification & furniture (Specification and drawing complete all as specified for NIT). Drawing No DGAR/COB/07 Sheet No 01 to 11 attached. |
| 6 | Internal Electrification (for all shelters)M/L for wiring for light /power plug with 2x4 sqmm FRLS PVC insulated copper conductor single core cable in surface / recesconduit sed medium class PVC conduit alongwith 1 No 4 sqmm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 7 | Wiring for light point/ fan pooint/exhasut fan point/call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit/ casing capping with modular switch, modular plate, suitable GI box copper conductor single core cables etc as reguired. Group 'C'. |
| 8 | M/L for installation ,testing and commissioning of pre wired , 20 watt LED tube light fitting (white/warm white) of all types , with all accessories and tube etc directly on ceiling / wall incl connecction with 1.5 sqmm FR PVC insulated copper conductor single core cable for loop earthing as required. |
| 9 | Fixing only 1x20 W LED tube light fitting with tube rod complete set .(Dept supply) |
| 10 | Fixing only 1200 mm sweep ceiling fan with regulator (Deptl supply ) |
| 11 | Installation, testing and commessioning of ceiling fan , including wiring the down rods of standard length with 1.5 sqmm FR PVC insulated , copper conductor, single core cable etc. as required. |
| 12 | Supply and fixing batten /angle holder includding connection etc.as required. |
| 13 | S/F , sheet steel enclosure on surface / recess alongwith 25/32 amps 240 volts C curve DP MCB complete with complete with connections , testing and commissioning etc. as required |
| 14 | Supply and fixing 3 pin 5 amp ceiling rose on the existing juction box / wooden box including conection etc as required. |
| 15 | Supply and fixing metal box of 75mm x 75mm x60mm deep on surface or in recess with suitable size of phenolic laminated sheet cover infront including painting etc . as required |
| 16 | Supply and fixing 40 mm dia GI pipe (medium class) in pole collar for cable entry including the pipe to the required shape complete as required (for house service bracket) |
| 17 | Supply and fixing 6 sqmm FR PVC insulated copper conductor , single core cable as service connection . |
| 18 | Earthing with GI earth plate 600mm x600mm x6mm thick including accessories and providing masonry enclosure with cover plate having locking arrangement and watering the pipe of 2.7m long etc with charcoal / coke and sait etc. as required. |
| 19 | Sanitary fitting for all shelters Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. |
| 20 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. 10 litre capacity - White |
| 21 | Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : White solid plastic seat with lid |
| 22 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 23 | Providing and fixing brass toilet paper holder : C.P. brass |
| 24 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms |
| 25 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour,1weighing not less than 88 gms. |
| 26 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. |
| 27 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore. |
| 28 | Providing and fixing brass stop cock of approved quality : 15 mm nominal bore |
| 29 | Providing and fixing uplasticised PVC connection pipe with brass unions : 15 cm dia 45 cm long with brass unions |
| 30 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 18.22.1 100 mm diameter |
| 31 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms |
| 32 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. |
| 33 | Providing and fixing 25mm dia G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 15 mm dia nominal bore |
| 34 | Providing and fixing15mm dia G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. |
| 35 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : |
| 36 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, 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. per litre 9.70 |
| 37 | Providing and fixing 25mm PTMT extension nipple for water tank pipe, fittings of approved quality . |
| 38 | Providing and fixing 25mm dia gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 39 | Providing and fixing 25mm dia ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 40 | Supply & Construction of PFTS Shelter (7.20 m x 2.20 m) 06 men Toilet Block (Tech Specifications and drawing as specified in NIT). Drawing No DGAR/COB/114 Sheet No 01 to 03, Drawing No DGAR/COB/05 Sheet No 01 to 02 and Drawing No DGAR/COB/06 Sheet No 01 attached in tender. |
| 41 | Sanitary fitting for toilet blockProviding and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 42 | Providing and fixing white vitreous china water closet squatting pan (Indian type) :Orissa pattern W.C. pan of size 580x440 mm |
| 43 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. 10 litre capacity - white |
| 44 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete Flexible pipe 40 mm dia |
| 45 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 46 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 47 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms |
| 48 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long,200 mm wide with minimum distances of 37 mm from wall face withconcealed fittings arrangement of approved quality and colour,weighing not less than 88 gms. |
| 49 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. |
| 50 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore |
| 51 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms |
| 52 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. |
| 53 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.25 mm dia nominal bore |
| 54 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.15 mm dia nominal bore |
| 55 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :25 mm nominal bore |
| 56 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, 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. |
| 57 | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour.25mm nominal bore, weighing not less than 62 gms |
| 58 | Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) :25 mm nominal bore |
| 59 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25 mm nominal bore |
| 60 | Interenal electrification for toilet block M/L for wiring for light /fan point with 1.5 sqmm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduct, with piano type switch , with piano type switch, phenolic laminated sheet , suitable size M S box and earthing the point with and earthing the point with 1.5 sqmm , FR PVC insulated copper conductor single core cable etc. as required. |
| 61 | Supply and fixing batten /angle holder includding connection etc.as required. |
| 62 | S/F , sheet steel enclosure on surface / recess alongwith 25/32 amps 240 volts C curve DP MCB complete with complete with connections , testing and commissioning etc. as required |
| 63 | Supply and fixing 3 pin 5 amp ceiling rose on the existing juction box / wooden box including conection etc as required |
| 64 | Supply and fixing metal box of 75mm x 75mm x60mm deep on surface or in recess with suitable size of phenolic laminated sheet cover infront including painting etc . as required |
| 65 | Supply and fixing 40 mm dia GI pipe (medium class) in pole collar for cable entry including the pipe to the required shape complete as required (for house service bracket) |
| 66 | Supply and fixing 6 sqmm FR PVC insulated copper conductor , single core cable as service connection . |
| 67 | Earthing with GI earth plate 600mm x600mm x6mm thick including accessories and providing masonry enclosure with cover plate having locking arrangement and watering the pipe of 2.7m long etc with charcoal / coke and sait etc. as required. |
| 68 | Supply & fixing of PVC exhaust fan with louvers of 240mm sweep. Make: Bajaj, Usha, Havells. |
| 69 | Supply & fixing of Electric storage water heater (Geyser) 25 ltr capacity. BEE Star rated. Make: Bajaj, Havells. |
| 70 | M/L for wiring for light /power plug with 2x4 sqmm FRLS PVC insulated copper conductor single core cable in surface / recesconduit sed medium class PVC conduit alongwith 1 No 4 sqmm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 71 | SCHEDULE ‘A’ (20 USER SEPTIC TANK) Earth work in excavation by mechanical means(Hydraulic excavator)/ manual means in foundation trenches ( not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m for all kinds of soil. |
| 72 | Extra for every additional lift of 1.5m or part thereof in excavation/banking excavated or stacked materials. |
| 73 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering , all work upto plinth level 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregates 40 mm nominal size) |
| 74 | Providing and laying damp proof course 50 mm thick with cement concrete 1:2:4 ( 1 cement :2 coarse sand : 4 graded stone aggregates 20mm nominal size) |
| 75 | Filling available excavated earth ( excluding rock) in trenches, plinth sides of foundations etc in layers not exc 20 cm in depth, consolidating each deposited layers by ramming and watering lead upto 50 m and lift upto 1.5m. |
| 76 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand) |
| 77 | Providing and laying up to plinth level reinforced cement concrete and the like, excluding the cost of centering , shuttering, finishing and reinforcement with 1:2:4 ( 1Cement : 2 Coarse sand : 4 graded stone aggregates 20 mm nominal size) in baffle wall. |
| 78 | Providing and hoisting and fixing up to floor five level precast reinforced cement concrete work in Manhole chamber slab including cost of centering, shuttering but excluding cost of reinforcement with (1:2:4) mix with 20 mm nominal size graded stone aggregates. |
| 79 | Centering and shuttering including strutting, propping etc and removal of form for suspended floors, roof slab. |
| 80 | Centering and shuttering including strutting, propping etc and removal of form for vertical surfaces for baffle wall. |
| 81 | Centering and shuttering including strutting, propping etc and removal of form in sides of roof slab. |
| 82 | Steel reinforcement for RCC work including straightening, cutting, bending placing in position and binding all complete (TMT bars) |
| 83 | Providing and laying 20 mm thick Cement plaster 1:3 (1 Cement : 3 Coarse sand) finished with a floating coat of neat cement. |
| 84 | Providing and laying 15 mm thick Cement plaster 1:4 (1 Cement : 4 Coarse sand) on rough side of single or half brick wall. (Out Side) |
| 85 | Providing and mixing water proofing materials in cement concrete work in doses by weight of cement as per manufacturers specification |
| 86 | Providing and fixing PVC vent pipe 75 mm dia with vent cowl fixing properly. |
| 87 | SCHEDULE ‘A’ (06 x CHAMBER AND 03 X SOAK PIT) Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 88 | 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 |
| 89 | SCHEDULE ‘A’ (WATER TANK STAGING AND ALLIED WKS) M/L for earth work in excavation in trenches n exc 1.5m deep and wide and getting out in soft soil. |
| 90 | Providing and laying in position PCC (1:2:4) mix using 40 mm graded stone aggregates in foundation trenches. |
| 91 | Structural steel work riveted, bolted or welded in built up sections and frame work etc incl cutting, hoisting, fixing in position and applying a primer coat of steel primer all complete with hot finished welded type tubes. |
| 92 | Painting on steel surface with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade on new work (two or more coats) including a coat of approved steel primer. |
| 93 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, 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. |
| 94 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes 20 mm nominal outer dia Pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. (External work. ) |
| 95 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes 40 mm nominal outer dia Pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. (External work. ) |
| 96 | SCHEDULE 'A' PART-II (CHAIN LINK FENCING) M/ L for surface excavation not exc 30 cm deep & averiging 15 cm deep and clearing of jungle grass etc |
| 97 | M/ L for earth work excavation in pot holes n exc 0.50 cum and getting out and removal of earth upto 50 mtr and making good surface. |
| 98 | M/L for PCC 1:2:4 type B2 in fdn filling and mass concrete |
| 99 | M/ L for angle iron of size 75x75x6 mm incl cutting drilling making holes notching wire with bolting etc |
| 100 | M/ L for Y angle top with angle iron of size 65x65x6 mm incl cutting, drilling & making holes for bolting etc |
| 101 | M/ L for MS flat iron strip 50x6mm size for seuring wire mesh incl necessary drilling & bolting etc |
| 102 | M/ L for MS screw bolts (machine made) with hexagonal head at one end and screwed the other, screwed end to be fitted with one washer and one hexagonsl nut 12 mm dia & 60 mm long |
| 103 | M/ L for 2 coat of anti corrosive enamel paint over one coat of red oxide primer incl praparation of surface to angle iron post, flar iron & struts etc |
| 104 | Providing and fixing G.I. chain link fabric fencing of required width inmesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm sqm |
| 105 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 106 | M/L for RCC 1:11/2:3 with 20 mm graded agggregate for tie beaam of size 200 x 200 mm |
| 107 | Steel reinforcement TMT bar 16 mm dia 04 Nos & 8 mm dia stirrups 150 // c/c spacong for tie beam |
| 108 | Use and waste of form work for tie beam |
| 109 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I.staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire |
| 110 | SCHEDULE ‘A’ PART- III (PCC FOOTPATH WITH PAVER BLOCKS OF 720RM) Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width aswell as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposal soil to be levelled and neatly dressed. All kind of soil. |
| 111 | Supplying and stacking at site.(Over burnt (Jhama) brick aggregate 90 mm to 45 mm) |
| 112 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) all work upto plinth level. |
| 113 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 114 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) |
| 115 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1 1:4 (1 cement: 4 coarse sand) |
| 116 | SCHEDULE 'A' PART-IV (RETAINING WALL AT COB CHENMOHO) Earth work in excavation by mechanical means (Hydraulic excavator) / 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) |
| 117 | Earth work in excation in trenches not exc 1.50 mtr deep and wide and getting out hard/dense soil. |
| 118 | M&L for PCC 1:4:8 in fdn filling and mass concrete. |
| 119 | M & L for 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 : (Use Cement mortar 1:6 (1 cement : 6 coarse sand)) |
| 120 | M&L for Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. (Use Cement mortar 1:6 (1 cement : 6 coarse sand)) |
| 121 | M&L for cement concrete 1:2:4 in coping with necessary form wk. |
| 122 | M&L for raised pointing in cm 1:3 to random (or) polygonal rubble masonry. |
| 123 | M&L for hard packing at back of wall with broken stone (use 90 mm to 45 mm ). |
| 124 | M&L for PCC 1:3:6 for weep holes. |
| 125 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes etc.(use 75 mm diameter) |
| 126 | M&L for PCC 1:3:6 for drain wk. |
| 127 | M&L for formwk for drain wk. |
| 128 | M&L for 15 mm cement plaster 1:3 on rough side of single or half brick wall finished with a floating coat of neat cement of mix:- |
| 129 | SCHEDULE 'A' PART-V (CONSTRUCTION OF STORM WATER DRAINAGE OF 200 RM) 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 , disposal soil to be levelled and neatly dressed . All kinds of soil |
| 130 | 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. |
| 131 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (Use 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 132 | 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). |
| 133 | M&L for cement concrete 1:2:4 in coping with necessary form wk. |
| 134 | 12 mm cement plaster of mix 1:4 (1 cement : 4 fine sand). |
| 135 | SCHEDULE 'A' PART-VI (PAVER BLOCK FOOTPATH WAY) Earth work in surface excavation by mechanical means (Hydraulic excavator) /manual means over areas (not 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. |
| 136 | Supplying and stacking at site.(Over burnt (Jhama) brick aggregate 90 mm to 45 mm) |
| 137 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 138 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M 30 grade made by block making machine with strong vibratory compaction of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand filling the joints with fine sand etc all complete as per the direction of Engineer – In – Charge. |
| 139 | Half brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure upto plinth level in CM 1:4 (1 cement : 4 coarse sand) |
| 140 | Providing and laying 15 mm cement plaster on rough side of single or half brick wall of cement of mix 1:4 (1 cement : 4 coarse sand) |
| 141 | SCHEDULE ‘A’ PART- VII (EARTH WORK) arth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by Engineer In charge. |
| 142 | COB TIZITSCHEDULE 'A' PART-VIII (BUILDING WORKS) Supply & Construction of prefabricated fast eractable modular shelter for Offrs/JCOs (10.64 m x 6.10 m x 2.70 m) including internal and external electrification & furniture (Specification and drawing complete all as specified for NIT). Drawing No DGAR/COB/03 Sheet No 01 to 10 attached. |
| 143 | SCHEDULE ‘A’ (20 USER SEPTIC TANK) Earth work in excavation by mechanical means(Hydraulic excavator)/ manual means in foundation trenches ( not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m for all kinds of soil. |
| 144 | Extra for every additional lift of 1.5m or part thereof in excavation/banking excavated or stacked materials. |
| 145 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering , all work upto plinth level 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregates 40 mm nominal size) |
| 146 | Providing and laying damp proof course 50 mm thick with cement concrete 1:2:4 ( 1 cement :2 coarse sand : 4 graded stone aggregates 20mm nominal size) |
| 147 | Filling available excavated earth ( excluding rock) in trenches, plinth sides of foundations etc in layers not exc 20 cm in depth, consolidating each deposited layers by ramming and watering lead upto 50 m and lift upto 1.5m. |
| 148 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand) |
| 149 | Providing and laying up to plinth level reinforced cement concrete and the like, excluding the cost of centering , shuttering, finishing and reinforcement with 1:2:4 ( 1Cement : 2 Coarse sand : 4 graded stone aggregates 20 mm nominal size) in baffle wall. |
| 150 | Providing and hoisting and fixing up to floor five level precast reinforced cement concrete work in Manhole chamber slab including cost of centering, shuttering but excluding cost of reinforcement with (1:2:4) mix with 20 mm nominal size graded stone aggregates. |
| 151 | Centering and shuttering including strutting, propping etc and removal of form for suspended floors, roof slab. |
| 152 | Centering and shuttering including strutting, propping etc and removal of form for vertical surfaces for baffle wall. |
| 153 | Centering and shuttering including strutting, propping etc and removal of form in sides of roof slab. |
| 154 | Steel reinforcement for RCC work including straightening, cutting, bending placing in position and binding all complete (TMT bars) |
| 155 | Providing and laying 20 mm thick Cement plaster 1:3 (1 Cement : 3 Coarse sand) finished with a floating coat of neat cement. |
| 156 | Providing and laying 15 mm thick Cement plaster 1:4 (1 Cement : 4 Coarse sand) on rough side of single or half brick wall. (Out Side) |
| 157 | Providing and mixing water proofing materials in cement concrete work in doses by weight of cement as per manufacturers specification |
| 158 | Providing and fixing PVC vent pipe 75 mm dia with vent cowl fixing properly. |
| 159 | SCHEDULE ‘A’ (06 x CHAMBER AND 03 X SOAK PIT) Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 160 | 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 |
| 161 | SCHEDULE ‘A’ (WATER TANK STAGING AND ALLIED WKS) M/L for earth work in excavation in trenches n exc 1.5m deep and wide and getting out in soft soil. |
| 162 | Providing and laying in position PCC (1:2:4) mix using 40 mm graded stone aggregates in foundation trenches. |
| 163 | Structural steel work riveted, bolted or welded in built up sections and frame work etc incl cutting, hoisting, fixing in position and applying a primer coat of steel primer all complete with hot finished welded type tubes. |
| 164 | Painting on steel surface with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade on new work (two or more coats) including a coat of approved steel primer. |
| 165 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, 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 (4 x 1000 ltr). |
| 166 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes 20 mm nominal outer dia Pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. (External work. ) |
| 167 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes 40 mm nominal outer dia Pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. (External work. ) Please Enable Macros to View BoQ information |
