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| 1 | SCHEDULE ‘A’ PART-I (BUILDINGWORKS) |
| 2 | Constr of PUF shelter (7.60m x 18.30m) for 20 men SM Bk all as per GeM specification and drawings including provn of plinth /Fdn with Vitrified Tiles flooring & plinth protection, Electrification, Furnitureand as directed by Engineer-in-charge andshown in Drawing No. DGAR/COB/01 (Sheet No. 1/10 to 10/10) |
| 3 | Constr of Single Offrs/JCOs PUF Shelter (6.10m x 10.64m) living accn incl toilet, sanitary and water supply fittings all as per GeMspecification 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 capacityandas directed by Engineer-in-charge andshown in Drawing No. DGAR/COB/03 (Sheet No. 1/10 to 10/10) |
| 4 | Constr of PUF shelter (9.10m x 20.88m) for Cook House Dinning Hall as per GeM specification and drawingsincluding provn of plinth /Fdn with Vitrified Tiles flooring & plinth protection, Electrification,MS water Tank staging with PVC water storage Tank of 1000 Ltrs capacity with water supply fittingsand as directed by Engineer-in-charge and as shown inDrawing No. DGAR/COB/02 (Sheet No. 1/11 to 11/11) |
| 5 | Constr of PUF Shelter (18.30m x 6.10 m) for kote all as per GeMspecification and drawingsincluding provn of plinth /Fdn with PCCflooring & plinth protection ,Electrifications and as directed by Engineer-in-charge. and as shown in Drawing No. DGAR/COB/04 (Sheet No. 1/9 to 9/9) |
| 6 | Constr of PUF Shelter (6.10m x 18.30m) for store bldg as perGeMspecification and drawingsincluding provn of plinth /Fdn with PCCflooring & plinth protection, Electrifications and as directed by Engineer-in-charge and shown in Drawing No. DGAR/COB/04 (Sheet No. 1/9 to 9/9) |
| 7 | Constr of Sentry Post / Watch Toweras per GeMspecification and drawingsincluding provn of plinth /Fdn with PCCflooring & plinth protection, Electrificationsand as directed by Engineer-in-charge and as shown inDrawing No. DGAR/Engr/COB/115 (Sheet No. 1/4 to 4/4) |
| 8 | Constr of PUF Shelter (7.60m x 18.30m) for Signal Centre/MI Room/Coy Office all as per GeMspecificationincluding provn of plinth /Fdn with Vitrified Tiled flooring & plinth protection, Electrification, Furniture anddrawings and as directed by Engineer-in-charge and as shown in Drawing No. DGAR/COB/01 (Sheet No. 1/10 to 10/10) |
| 9 | Constr of PUF Shelter (7.20m x 2.20 m) 6 men Toilet Block all as per specification anddrawingsincluding 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 capacityand as directed by Engineer-in-charge and as shown inDrawing No. DGAR/Engr/COB/114 (Sheet No. 1/3 to 3/3) |
| 10 | SCHEDULE ‘A’ PART-II ( SECURITY FENCING ) 750.00 mtrs ( Drg No. DGAR/Engr/COB/116 sheet No. 1/2 -2/2) |
| 11 | 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. |
| 12 | 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) |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 14 | Providing andfixing at site Angle Iron Post & Struts of 65x65x6mmsize 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 completeas per drawings |
| 15 | Fencing with Welded steel wire fabric fencingwith posts of specified materials and standard design of size 75mm x75 mmusing 4 mm dia GI wire . |
| 16 | Extra for providing and fixing MS flat iron 40x6 mm size Horizontally & Vertically for supporting of wire fabric/ chain link fencing . |
| 17 | Painting with aluminium paint of approved brand and manufactutre to give an even & smooth shade Two or more coats on new work onangle irom post , Flat iron & struts |
| 18 | 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 |
| 19 | 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 |
| 20 | Painting with aluminium paint of approved brand and manufactutre to give an even & smooth shade Two or more coats on new work on Chain link fencing/ Fabric |
| 21 | SCHEDULE ‘A’ PART-III ( INTERNAL ROAD, PATHWAY & HARD STANDING WITH PAVERS BLOCK ROAD ) 2500 SQM |
| 22 | 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. |
| 23 | Supplying ,Laying, spreading and compacting stone aggregate of 90 mm to 45 mm sizeon road surface |
| 24 | 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 (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 25 | 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. |
| 26 | Providing and fixing precast cementconcrete blocks 1:1.5 :3of graded stone aggregate 20 mm nominal size), including finishing with 10mm thick cement mortar 1:3 (1 cement : 3 coarse sand) in Sides of Road, foot paths & Hard standing including preparation of sub grade with a hand rammer, laying 10 mm thick leveling course of fine sand (jamuna sand) and filling the joints with fine sand. |
| 27 | SCHEDULE ‘A’ PART-IV (RETAINING WALL) 250.00 mtr |
| 28 | 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. |
| 29 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. with mix of1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 30 | 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) |
| 31 | 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) |
| 32 | 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) |
| 33 | Raised and cut pointing on stone work with cement mortar 1:2 (1 cement : 2 fine sand): |
| 34 | Supplying and stacking at sitestone aggregate of 20 mm size |
| 35 | 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 10mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter |
| 36 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. with mix of1:2:4 (1 Cement : 2 coarse sandderived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 37 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering with mix1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 38 | SCHEDULE ‘A’ PART-V ( STORM DRAINAGE ) 500.00 mtr |
| 39 | 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 |
| 40 | 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. |
| 41 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering with mix1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 42 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. with mix of1:2:4 (1 Cement : 2 coarse sandderived from natural sources : 4 graded stone aggregate 20 mm nominal sizederived from natural sources) |
| 43 | 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) |
| 44 | providing 12 mm thick Cement plaster of mix 1:4 ( 1 cement :4 fine sand) |
| 45 | SCHEDULE ‘A’ PART-VI(SITE DEVELOPMENT / EARTH WORK) |
| 46 | 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 |
| 47 | SCHEDULE ‘A’ PART-VII(SEWAGE DISPOSAL) |
| 48 | Construction of Septic Tank 50 Users all asper specifications and drawing No. DGAR/Engr/355 sheet No. 1/1 |
| 49 | Construction of Septic Tank 20 Users all asper specifications and drawing No. DGAR/Engr/355 sheet No. 1/1 |
| 50 | Construction of SOAK PIT all asper specifications and drawing No. DGAR/Engr/356 sheet No. 1/1 |
| 51 | Construction of MANHOLEall asper specifications and drawing No. DGAR/Engr/356 sheet No. 1/1 |
| 52 | Provision of 110 mm dia PVC (SWR) pipe line including PCC 1:3:6 haunching |
| 53 | SCHEDULE ‘A’ PART-VIII(Demolition of existing shelters) |
| 54 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres leadforTemporary Shelters ( SM BK/JCOs accn & Store) as per direction of Engineer-in-charge |
| 55 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres leadforTemporaryToilet Block as per direction of Engineer-in-charge |
| 56 | SCHEDULE OF CREDIT |
| 57 | Metal Scrap retrivedafter dismantling of existing temporary shelters/ accn & Toilet block etc |
