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| 1 | SCHEDULE‘A’ PART-I ( BUILDING WORKS) |
| 2 | Construction of Single Men Barrack of size 15 M x 8 M incl verandah using MS Tubular structure for roof frame, column, truss including wooden frame for wall and false ceing frame work with second class hardwood and 4mm thick plywood for internal wall cladding, PCC flooring, PPGI sheet ProfileRoofing and wall cladding using0.5 Mm thick PPGIsheet with 40 mm x 6 mm wind tie all as per the Approved Drawings and specification as specified by HQ DGAR Drawing NoDGAR/ENGR/COB/108 (set of 3) & DGAR/Engr/295(set of 6). |
| 3 | Construction of Single Officers / JCO\"s of size 9 M x 8 M incl verandah using MS Tubular structure for roof frame, column, truss including wooden frame for wall and false ceing frame work with second class hardwood and 4mm thick plywood for internal wall cladding, Flooring with vetrified tiles of size 600mm x 600mm, PPGI sheet ProfileRoofing and wall cladding using0.5 Mm thick PPGIsheet with 40 mm x 6 mm wind tie including water tank staging with 1000 ltrs sintex tank all as per the Approved Drawings and specification as specified by HQ DGAR Drawing NoDGAR/ENGR/COB/109 (Set of 1) & DGAR/Engr/295(set of 6) & DGAR/Engr/COB/102 (set of 1) & DGAR/Engr/ST/COB/09 & DGAR/Engr/SPMH/COB/09 . |
| 4 | Construction of Kote / Magazine bldg of size 15 M x 8 M incl verandah using MS Tubular structure for roof frame, column, truss including wooden frame for wall and false ceing frame work with second class hardwood and 4mm thick plywood for internal wall cladding, PCC flooring, PPGI sheet ProfileRoofing and wall cladding using0.5 Mm thick PPGIsheet with 40 mm x 6 mm wind tie all as per the Approved Drawings and specification as specified by HQ DGAR Drawing NoDGAR/ENGR/COB/111 (Set of 3)& DGAR/Engr/295(set of 6). |
| 5 | Construction of Storage Accn of size 15 M x 8 M incl verandah using MS Tubular structure for roof frame, column, truss including wooden frame for wall and false ceing frame work with second class hardwood and 4mm thick plywood for internal wall cladding, PCC flooring, PPGI sheet ProfileRoofing and wall cladding using0.5 Mm thick PPGIsheet with 40 mm x 6 mm wind tie all as per the Approved Drawings and specification as specified by HQ DGAR Drawing NoDGAR/ENGR/COB/113 (Set of 3) & DGAR/Engr/295(set of 6). |
| 6 | Construction of Cook house & Dining Hall of size 15 M x 8 M incl verandah using MS Tubular structure for roof frame, column, truss including wooden frame for wall and false ceing frame work with second class hardwood and 4mm thick plywood for internal wall cladding, PCC flooring for cook house area &Flooring with vetrified tiles of size 600mm x 600mm in dining area incl varanda, PPGI sheet ProfileRoofing and wall cladding using0.5 Mm thick PPGIsheet with 40 mm x 6 mm wind tie including water tank staging with 1000 ltrs x 2 Nos sintex tank all as per the Approved Drawings and specification as specified by HQ DGAR Drawing NoDGAR/ENGR/COB/110 (Set of 3)& DGAR/Engr/295(set of 6) & DGAR/ENGR/COB/102 (set of 1) |
| 7 | Construction of Double storey sentry post with MS Frame & MS plate of size 6mm thick,PPGI sheet Roofing using 0.50 mm thick PPGI sheet with wind tie and all as per the Approved Drawings and specification as specified by HQ DGAR Drawing NoDGAR/ENGR/COB/115 (Set of 4) & DGAR/Engr/295(set of 6). |
| 8 | Construction of Signal Center / MI Room / Office Bldg of size 15 M x 8 M incl verandah using MS Tubular structure for roof frame, column, truss including wooden frame for wall and false ceing frame work with second class hardwood and 4mm thick plywood for internal wall cladding, Flooring with vetrified tiles of size 600mm x 600mm, PPGI sheet ProfileRoofing and wall cladding using0.5 Mm thick PPGIsheet with 40 mm x 6 mm wind tie all as per the Approved Drawings and specification as specified by HQ DGAR Drawing NoDGAR/ENGR/COB/112 (Set of 3)& DGAR/Engr/295(set of 6). |
| 9 | Construction of Toilet block of size 7.2M x 2.2M , PCC floor with Rectified glazed floor tiles of size 300 mm x300 mm, MS Tubular structure for roof frame, column, truss with PPGI sheet Roofing and wall cladding using 0.5 mm thick PPGI Sheet with wind tie andall as perdrawing and specification including water tank staging with 1000 ltrs sintex tank all as per the Approved Drawings and specification as specified by HQ DGAR Drawing NoDGAR/ENGR/COB/114 (Set of 1) & DGAR/Engr/295(set of 6) & DGAR/Engr/COB/102 (set of 1) & DGAR/Engr/ST/COB/09 & DGAR/Engr/SPMH/COB/09 . |
| 10 | SCHEDULE‘A’ PART-II (INTERNAL ELECTRIFICATION)NOTE: The detailed brakedown schedule for each PFT shelter is enclosed at Appx \"AA\" |
| 11 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS, ISI marked, PVC insulated copper conductor single core cable in surface / recessed medium class incl PVC casing capping, with piano type switch, laminated sheet, suitable size of PVC box and earthing the point with 1.5 sq.mm FRLS, ISI marked, PVC insulated copper conductor single core cable complete all as specified. |
| 12 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC recessed PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as specified. |
| 13 | Supplying and fixing PVC box of 150 mm X 75 mm X 60 mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 5 pin 5/6 A socket outlet and 5/6 A piano type switch, connections complete all as specified. |
| 14 | Supplying and fixing PVC box of 180 mm X 100 mm X 60 mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 15/16 A socket outlet and 15/16 A piano type switch, connections complete all as specified. |
| 15 | Supplying and fixing brass batten/ angle holder including connection etc all as specified. |
| 16 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc all as specified. |
| 17 | Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc all as specified. |
| 18 | Supplying and fixing PVC box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required150 mm X 150 mm X 60 mm deep all as specified. |
| 19 | Wiring for circuit/ submain wiring alongwith earth wire with 2x4 sqmm + 1x4 sqmm (earth wire) of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit complete all as specified. |
| 20 | Supplying and fixing of size of 25 mm dia, medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit complete all as specified. |
| 21 | Supplying and fixing 8 way double door, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing all as specified (But without MCB/RCCB/Isolator) |
| 22 | Supplying and fixing 40 Amp rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc complete all as specified. |
| 23 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of single pole in the existing MCB DB complete with connections, testing and commissioning etc complete all as specified. |
| 24 | 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 complete all as specified. |
| 25 | S/F of 1100 volt heavy duty PVC cable for service connection of 2 x 10 Sqmm Aluminum conductor of approved make with ISI mark complete all as specified. |
| 26 | S/F house service bracket (hook type)complete with 3 mtr long GI pipe of 40 mm dia med grade bend to shape 02 nos 90 degree bend MS hook and stay complete all as specified. |
| 27 | S/F of LED Batten tube light fitting 1x18 watt (4\" long) of approved brand complete all as specified. |
| 28 | Installation, testing and commissioning of ceiling fan 1200mm, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc complete all as specified. |
| 29 | SCHEDULE‘A’ PART-III (SECURITY FENCING -1270 RM)DRG No: DGAR/ENGR/COB/116 (set of 2) |
| 30 | 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. |
| 31 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached plasters, plinth,posts etc. |
| 33 | Supplying & fixing at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and Y shape top as per drg drilling holes upto 10 mm dia. etc complete. 65X65X6 mm angle iron post for both Iron pillar and strut post. |
| 34 | Supply & fixing Fencing with welded steel wire fabric fencing with posts of specified material and standard design of size 50 mm x 50 mm x 4 mm dia. |
| 35 | Providing and fixing Flat iron Support for barbed wire of 40x 6 mm flat iron section. |
| 36 | Painting with aluminium paint of approved brand and manufacture to give an even shade Two or more coats on new work on welded steel wire fence. |
| 37 | 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 steel wirefence on existing angle iron \"Y\" shaped placed 2.4m or 3.00 m apart and with 9 horizontal reinforced barbed wire, stud tied with GI staples and GI clips to retain horizontal, including necessary bolts or GI barbed wire tied to angle iron, all complete as per direction of Engineer |
| 38 | Supply & fixing Barbed wire GI wire on 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 interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with GI 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. |
| 39 | SCHEDULE‘A’ PART-IV (INTERLOCKING PAVER BLOCK ROAD - 1260 RM) |
| 40 | 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. |
| 41 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) |
| 42 | Providing and laying 60 mm 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 line sand etc. all complete as per the direction of Engineer-in-charge. |
| 43 | SCHEDULE‘A’ PART-V (RR Masonary Retaining Wall - 182 RM)Drg No- DGAR/ENGR/COB/12 |
| 44 | 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. |
| 45 | Providing and laying of Plain cement concrete of specified grade excliding the cost of centering and shuttering with mix of1:4:8(1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) all work upto plinth level. |
| 46 | 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 (1cement : 6 coarse sand) |
| 47 | Random rubble masonry with hard stone in Superstructure above plinth level and upto floor five level,including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) above plinth level with :Cement mortar 1:6 (1cement : 6 coarse sand) |
| 48 | Providing and laying of Plain cement concrete in cooping of R.R masonry retaining walls of specified grade excluding the cost of centering and shuttering with mix of1:2:4(1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) upto floor five level. |
| 49 | Raised and cut pointing in stone work incement mortar mix of 1:3 (1 cement: 3 fine sand), |
| 50 | Supplying and stacking at site 20 mm size stone aggregate at UPVC Weep hole. |
| 51 | Providing and fixing UPVC 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 of Plain cement concrete of specified grade excliding the cost of centering and shuttering with mix of1:2:4(1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) all work upto plinth level. |
| 53 | Providing and laying of Plain cement concrete of specified grade excliding the cost of centering and shuttering with mix of1:3:6(1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) all work upto plinth level. |
| 54 | SCHEDULE ‘A’ PART -V(INTERNAL WATER SUPPLY AND SANITORY INSTALLATION OF S/Offrs JCO Accn) |
| 55 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid(for Offrs/JCO Accn) |
| 56 | Providing 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 single 15 mm C.P. brass pillar tap. |
| 57 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 1500x450 mmfixed to wooden cleats with C.P. brass screws and washers complete. |
| 58 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 510x1040 mm bowl depth 178 mm |
| 59 | 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 1:3 (1 cement :3 coarse sand). |
| 60 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, /c cutting and making good the walls etc. 15 mm dia nominal bore |
| 61 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps,/c cutting and making good the walls etc. 25 mm dia nominal bore |
| 62 | Providing and fixingliquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms |
| 63 | Providing and fixing CP towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 17.73.1 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms |
| 64 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. |
| 65 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet100 mm diameter : |
| 66 | Providing and fixing C Pbib cock of approved quality and colour.15mm nominal bore, 86 mm long, weighing not less than 88 gms |
| 67 | Providing and fixing CP stop cock of approved quality and colour 18.55.1 15 mm nominal bore, 86 mm long, weighing not less than 88 gms |
| 68 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 32 mm dia |
| 69 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore |
| 70 | Providing and fixing brass stop cock of approved quality 15 mm dia nominal bore. |
| 71 | 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 |
| 72 | SCHEDULE ‘A’ PART -VISEWAGE DESPOSAL SYSTEM OF S/Offrs JCO Accn) DRG NO. DGAR/ENGR/ST/COB/09 (Set of 01) and Drg No. DGAR/ENGR/SP-MH/COB/09 (Set of 01) |
| 73 | Constructing of 10 user septic tank for toilet blockswith common burnt clay F.P.S (non modular) bricks of class designation 7.5 and RCC slab coverall as per drawing and specification and Drawing No MRR/Engr/115/02 sheet no 2/2 |
| 74 | 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 19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 MRR/Engr/115/02 sheet no 2/2 |
| 75 | Constructing masonry chambers 60x60x75 cm inside, in brick work in cement mortar 1:4 for sluice valve, with C.I. surface box 100mm top dia 160mm bottom dia and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 using graded aggregate 20mm nominal size includingnecessary excavation, foundation concrete 1:5:10 using graded aggregate 40 mm nominal size and inside plastering with cement mortar 1:3, 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 MRR/Engr/115/02 sheet no 2/2 |
| 76 | SCHEDULE ‘A’ PART -VII(INTERNAL WATER SUPPLY AND SANITARY INSTALLATION OF TOILET BLOCK) |
| 77 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 78 | Providing 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 single 15 mm C.P. brass pillar tap. |
| 79 | 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. |
| 80 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.25 mm dia nominal bore |
| 81 | Providing and fixing brass bib cock of approved quality 15 mm dia nominal bore. |
| 82 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore |
| 83 | Providing and fixing mirror of superior glass and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 600x450 mm |
| 84 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. |
| 85 | Providing and fixing towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms |
| 86 | Providing and fixing UPVC sewer 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 110 mm diameter. |
| 87 | Providing and fixing UPVC sewer Tee conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion Single tee with door. |
| 88 | Providing and fixing UPVC sewer 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. |
| 89 | Providing and fixing C Pbib cock of approved quality and colour.15mm nominal bore, 86 mm long, weighing not less than 88 gms |
| 90 | Providing and fixing unplasticised Rigid PVC sewer Bend conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion 110 mm bend. |
| 91 | SCHEDULE ‘A’ PART -VIII (SEWAGE DISPOSAL FOR ORs TOILET BLOCK) DRG NO. DGAR/ENGR/SP-MH/COB/09 ( SET OF 01) AND DRG NO DGAR/ENGR/ST/COB/09 (SET OF 01) |
| 92 | Constructing of 50 user septic tank for toilet blockswith common burnt clay F.P.S (non modular) bricks of class designation 7.5 and RCC slab coverall as per drawing and specification and Drawing No MRR/Engr/115/02 sheet no 2/2 |
| 93 | 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 19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 MRR/Engr/115/02 sheet no 2/2 |
| 94 | Constructing masonry chambers 60x60x75 cm inside, in brick work in cement mortar 1:4 for sluice valve, with C.I. surface box 100mm top dia 160mm bottom dia and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 using graded aggregate 20mm nominal size includingnecessary excavation, foundation concrete 1:5:10 using graded aggregate 40 mm nominal size and inside plastering with cement mortar 1:3, 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 MRR/Engr/115/02 sheet no 2/2 |
| 95 | SCHEDULE ‘A’ PART -IX (DRAIN - 1350 RM) DRG NO. DGAR/ENGR/COB/10 (Set of 01) |
| 96 | Earth work in surface excavation not exceeding 30cm 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 kind of soil. |
| 97 | 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. |
| 98 | Providing and laying in position, plain cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) |
| 99 | Providing and laying in position, plain cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 100 | 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 (1cement : 6 coarse sand) |
| 101 | 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand). |
| 102 | SCHEDULE ‘A’ PART -X (PCC FOOTPATH 710 RM) |
| 103 | Earth work in surface excavation not exceeding 30cm 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 kind of soil. |
| 104 | Supplying and laying stone aggregate of 90 to 45 mm size of WBM with moroum as binding material including 13.2mm size stone screening sorting, watering spreading to template, compacting stone aggregate in uniformed thickness and consolodiation with power road roller of 8 to 10 tonne capacity in two layer with proper gradient and camber etc complete(150mm thick ) |
| 105 | Providing and laying of position, plain cement concrete of specified grade excluding the cost of centering and shuttering with mix of1:2:4(1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) all work upto plinth level. |
| 106 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 107 | SCHEDULE ‘A’ PART -XI (EARTH WORK IN EXCAVATION IN OVER SURFACE AREAS). |
| 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 exca vated earth lead upto 50 m and lift upto 1.5. |
| 109 | Supply and Fixing of exaust fan of approved make(Bajaj/Havells/V Goard /Usha or equivalentto ISI marks) |
