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| 1 | SCHEDULE ‘A’ PART-I ( BUILDING WORKS ) |
| 2 | Constr of PUF shelter (7.60m x 18.30m) for 20 men SM Bk all as per specification and drawings including provn of plinth /Fdn with Vitrified Tiles flooring & plinth protection, Electrification, Furniture and as directed by Engineer-in-charge and as shown in Drawing No. DGAR/COB/01 (Sheet No. 1/10 to 10/10)at COB Kotlein |
| 3 | Constr of PUF shelter (7.60m x 18.30m) for 20 men SM Bk all as per specification and drawings including provn of plinth /Fdn with Vitrified Tiles flooring & plinth protection, Electrification, Furniture and as directed by Engineer-in-charge and as shown in Drawing No. DGAR/COB/01 (Sheet No. 1/10 to 10/10) at COB Tupul |
| 4 | Constr of Single Offrs/JCOs PUF Shelter (7.90m x 10.64m) living accn incl toilet, sanitary and water supply fittings all as per specification and drawings including provn of plinth /Fdn with Vitrified Tiles flooring & plinth protection, Electrifications, Furniture, water supply & sanitary fittings, MS water Tank staging with PVC water storage Tank of 500 Ltrs capacity and as directed by Engineer-in-charge and as shown in. Drawing No. DGAR/COB/03 (Sheet No. 1/10 to 10/10) at COB Kotlein |
| 5 | Constr of Single Offrs/JCOs PUF Shelter (7.90m x 10.64m) living accn incl toilet, sanitary and water supply fittings all as per specification and drawings including provn of plinth /Fdn with Vitrified Tiles flooring & plinth protection, Electrifications, Furniture, water supply & sanitary fittings, MS water Tank staging with PVC water storage Tank of 500 Ltrs capacity and as directed by Engineer-in-charge and as shown in. Drawing No. DGAR/COB/03 (Sheet No. 1/10 to 10/10) at COB Tupul |
| 6 | Constr of MI Room & Mandir (18.30m x 7.60m ) as per specification and drawings including provn of plinth /Fdn with Vitrified Tiled flooring & plinth protection, Electrifications and as directed by Engineer-in-charge and as shown in Drawing No.DGAR/COB/01 (Sheet No. 1/10 to 10/10) at COB Kotlein |
| 7 | Constr of MI Room & Mandir (18.30m x 7.60m ) as per specification and drawings including provn of plinth /Fdn with Vitrified Tiled flooring & plinth protection, Electrifications and as directed by Engineer-in-charge and as shown in Drawing No.DGAR/COB/01 (Sheet No. 1/10 to 10/10) at COB Tupul |
| 8 | Constr of Sentry Post / Watch Tower as per specification and drawings including provn of plinth /Fdn with PCC flooring & plinth protection, Electrifications and as directed by Engineer-in-charge and as shown in Drawing No. DGAR/Engr/COB/115 (Sheet No. 1/4 to 4/4) at COB Kotlein |
| 9 | Constr of Sentry Post / Watch Tower as per specification and drawings including provn of plinth /Fdn with PCC flooring & plinth protection, Electrifications and as directed by Engineer-in-charge and as shown in Drawing No. DGAR/Engr/COB/115 (Sheet No. 1/4 to 4/4) at COB Tupul |
| 10 | Constr of PUF Shelter (7.20m x 2.20 m) 6 men Toilet Block all as per specification and drawings including provn of plinth /Fdn with Vitrified Tiles flooring & plinth protection, Electrifications, water supply & sanitary fittings, MS water Tank staging with PVC water storage Tank of 1000 Ltrs capacity and as directed by Engineer-in-charge and as shown in Drawing No. DGAR/Engr/COB/114 (Sheet No. 1/3 to 3/3)at COB Kotlein |
| 11 | Constr of PUF Shelter (7.20m x 2.20 m) 6 men Toilet Block all as per specification and drawings including provn of plinth /Fdn with Vitrified Tiles flooring & plinth protection, Electrifications, water supply & sanitary fittings, MS water Tank staging with PVC water storage Tank of 1000 Ltrs capacity and as directed by Engineer-in-charge and as shown in Drawing No. DGAR/Engr/COB/114 (Sheet No. 1/3 to 3/3) at COB Tupul |
| 12 | SCHEDULE ‘A’ PART-II ( SECURITY FENCING ) 2 x 842.00 mtrs ( Drg No. DGAR/Engr/COB/116 sheet No. 1/2 -2/2) COB Tupul and Kotlein |
| 13 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 14 | Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of: T' or 'L' iron or pipe |
| 15 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. |
| 16 | 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. |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 18 | Providing and fixing at site Angle Iron Post & Struts of 75x75x6mm size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia etc complete as per drawings |
| 19 | Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x 60 cm of mix 1:5:10 (1 cement:5 fine sand : 10 graded stone aggregate 40 mm nominal size), 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 struts embedded in cement concrete blocks 70x45x50 cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibs with G.I. binding wire (cost of posts, welded steel wire fabric, painting, earth work in excavation and concrete to be paid for separately). |
| 20 | Supply and Fixing power coated green anti clim and anti cut security fence / 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 2.4m 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 |
| 21 | Extra for providing and fixing MS flat iron 40x6 mm size Horizontally & Vertically for supporting of wire fabric/ chain link fencing . |
| 22 | 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 |
| 23 | Painting with Synthetic enamel paint of approved brand and manufactutre to give an even & smooth shade Two or more coats on new work . |
| 24 | SCHEDULE ‘A’ PART-III (Foot Path , Steps with Chequered Tiles) |
| 25 | 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 |
| 26 | Material & Labours Hard core of gauge nexc 63 mm deposited , spread, levelled in layar nexc 15 cm thick watered and well rammed to a true surface |
| 27 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, PCC 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) |
| 28 | 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 |
| 29 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 30 | SCHEDULE ‘A’ PART-IV ( RETAINING WALL 4.00 mtr height ) L= 98.00 mtr COB Kotlein |
| 31 | 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 |
| 32 | 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. |
| 33 | Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured):In cement mortar |
| 34 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. with mix of 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal sizederived from natural sources) |
| 35 | 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) |
| 36 | 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. Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 37 | Providing and laying cement concrete in Coping on retaining walls1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 38 | Raised and cut pointing on stone work with cement mortar 1:2 (1 cement :2 fine sand): |
| 39 | Supplying and stacking at site stone aggregate of 20 mm size |
| 40 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter |
| 41 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. with mix of 1:3:6 (1 Cement : 3 coarse sand derived from natural sources : 6 graded stone aggregate 20 mm nominal sizederived from natural sources) |
| 42 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering with mix 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal sizederived from natural sources) |
| 43 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 44 | SCHEDULE ‘A’ PART-IV ( RETAINING WALL 2.50 mtr height ) L= 120.00 mtr |
| 45 | 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. |
| 46 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. with mix of 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal sizederived from natural sources) |
| 47 | 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 & Top level with : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 48 | Providing and laying cement concrete in Coping on retaining walls1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 49 | Raised and cut pointing on stone work with cement mortar 1:2 (1 cement :2 fine sand): |
| 50 | Supplying and stacking at site stone aggregate of 20 mm size |
| 51 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter |
| 52 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering with mix 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal sizederived from natural sources) |
| 53 | SCHEDULE ‘A’ PART-VI ( Repair of existing Resdl and Non Resdl Accn) COB KotleinCOB Kotlein |
| 54 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: G.S. Sheet |
| 55 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 56 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. With cement mortar 1:4 (1 cement : 4 fine sand) |
| 57 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:14.5.1 Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) |
| 58 | Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. |
| 59 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre,shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I.wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugsat 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.45.1 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) |
| 60 | Hacking of CC Flooring including cleaning of surface etc complete as per direction of Engr in charge |
| 61 | Providing and laying cement concrete in Coping on retaining walls1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 62 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc.,complete |
| 63 | roviding and laying Ceramic glazed wall tiles for ting, dado riser of size 300x200 mm / any size (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 12 mm thick cement mortar 1:3 (1 Cement : 3 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc |
| 64 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. |
| 65 | Providing & fixing White vitreous china water closet squatting pan (Indian type) along with \\"S\\" or \\"P\\" trap including dismantling of old WC seat and \\"S\\" or \\"P\\" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-incharge. Orissa pattern W.C Pan of size 580x440 mm |
| 66 | Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineerin-Charge. (a) Internal Work- Exposed on wall |
| 67 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 15 mm dia nominal bore |
| 68 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 25 mm dia nominal bore |
| 69 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore |
| 70 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 71 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade , Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface |
| 72 | Distempering with 1st quality acrylic distember (Ready mix) having VOC content less than 50 grams/ litre of approved brand and manufacture to give an even shade : Old work (one or more coats) |
| 73 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, Old work (one or more coats) |
| 74 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work |
| 75 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group A |
| 76 | Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 A socket outlet and 5/6 A piano type switch, connections, painting etc. as required. |
| 77 | Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 A socket outlet and 15/16 A piano type switch, connections, painting etc. as required. |
| 78 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 79 | Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required |
| 80 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required. |
| 81 | Supplying and fixing brass batten/ angle holder including connection etc. as required. |
| 82 | Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32 A 240 V \\"C\\" curve DP MCB complete with connections, testing and commissioning etc. as required. |
| 83 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required |
| 84 | Supplying and embedding 40 mm dia G I Pipe medium grade in pole collar / foundation during casting for cable entry includinh bending the pipe to the required shape complete as required and direction of Engr in charge |
| 85 | Supplying and drawing following 3x 6 Sqmm sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. |
| 86 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 87 | Providing & Fixing wind Ties of size 40 mm x 6 mm thick Flat Iron on CGI/PPGI sheet roof with necessary :J\\" hook/ Self driving screwsof reqd size |
| 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 ofclass designation 7.5 |
| 89 | SCHEDULE ‘A’ PART-VII ( Construction of Screen Wall) |
| 90 | 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. |
| 91 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering with mix 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 92 | Providing and fixing at site Angle Iron Post & Struts of 75x75x6mm size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia etc complete as directed by Engr in charge |
| 93 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tappingscrews of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 94 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 95 | SCHEDULE ‘A’ PART-VII (SITE DEVELOPMENT / EARTH WORK) |
| 96 | 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 |
| 97 | SCHEDULE ‘A’ PART-VII (SITE DEVELOPMENT / EARTH WORK) |
| 98 | Construction of Septic Tank 50 Users all asper specifications and drawing No. DGAR/Engr/355 sheet No. 1/1 |
| 99 | Construction of Septic Tank 20 Users all asper specifications and drawing No. DGAR/Engr/355 sheet No. 1/1 |
| 100 | Construction of SOAK PIT all asper specifications and drawing No. DGAR/Engr/356 sheet No. 1/1 |
| 101 | Construction of MANHOLE all asper specifications and drawing No. DGAR/Engr/356 sheet No. 1/1 |
| 102 | Provision of 110 mm dia PVC (SWR) pipe line including PCC 1:3:6 haunching Please Enable Macros to View BoQ information |
