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| 1 | Schedule-A (B/R Work) |
| 2 | De Silting and cleaning/clearing of blockage in sewage lines between manholes by using cleaning machine or by mechanical means from manholes to man hole, Nahni/Floor traps to gully trap & gully trap to man hole/IC together with (where ordered ), taking out all debris/sluge from soil pipe lines, vertial stack pipes and removing the debries/sluge from site to out of MOD Land by using tractors or other vehcles including loading, unloading material and depositing off the material by burying in pits as per norms and as directed by Engineer-in-Charge and covered with earth including flushing the line with water & testing after cleaning complete for pipe lines upto 100mm bore complete all as specified. |
| 3 | All as per item No 1 here in before but 150 mm bore SGSW/ RCC NP2 pipes. |
| 4 | All as per item No 1 here in before but 200 mm to 300 mm bore RCC NP2 pipes. |
| 5 | All as per item No 1 here in before but 450 mm bore RCC NP2 pipes. |
| 6 | Cleaning of Gulley Trap including removing GT cover, cleaning of Sludge, earth and all sewarage material flush with water and refixing the GT cover complete all as specified and as directed. |
| 7 | Cleaning of Man Hole up to 1.00m Depth including removing MH cover, Cleaning all mud, silt, floating material, hard material like stone, brick bats inculding cleaning mouth of sewage lines and making free from silt etc, flush with water and refixing the MH cover complete all as specified and as directed. |
| 8 | All as per item No 6 here in before but depth of Man Hole 1.00 to 2.00 m. |
| 9 | All as per item No 6 here in before but depth of Man Hole 2.00 to 3.00 m. |
| 10 | All as per item No 6 here in before but depth of Man Hole 3.00 to 4.50 m. |
| 11 | All as per item No 6 here in before but depth of Man Hole 4.50 to 6.00 m. |
| 12 | De-Silting & Cleaning of Sludge from Manholes/ soakage well/ Septic Tank up to 8.00 mtr deep by mechanically operated Super Sucker Machine of capacity 8-10 Cum and hydraulic pressure Jetting machine (including 8 to 10 labour with machine) and taking out Sludge/ muddy/ Sewerage water including taking out all debris/ sluge from Sludge Tank and removing the debries/ sluge from site to out of MOD Land by using tractors or other vehicles including loading, unloading material and depositing off the material by burying in pits as per NGT norms and covered with earth including flushing the line with water & testing after cleaning complete for pipe lines upto 300mm bore complete all as specified. |
| 13 | De Silting and cleaning of existing storm water drain including removing RCC drain cover and refixing in same/other position after cleaning silt, soil, vegetation growth and removing of rubbish from the premises all as directed by Engineer-in-Charge. |
| 14 | Demolition of reinforced Cement concrete of any description and in any position not specifically provided |
| 15 | Providing precast cement concrete type B-1, 1:2:4 (20mm graded aggregate) in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces→ |
| 16 | M&L for TMT bars 10mm dia and over in dia, cut to length bent to shape required including cranking, bending, hooking ends and binding with MS wire (annealed) not less than 0.9mm dia as in main distribution bar complete all as specified and as directed. |
| 17 | Excavation in trenches n exc 1.50m wide and n exc 1.50m in depth and getting out in soft/loose soil. |
| 18 | All as per item No 16 here-in-before but for depth exc 1.5m and not exc 3m |
| 19 | Returning filling with excavated soil obtained from excavation in layers n exc 25cm including spreading levelling watering and well ramming complete alla s specified and as directed. |
| 20 | Removing of old debris of any type obtained from excavation/demolition building material to a distance exc 10 Km but n exc 15 Km and deposited out side the MD land. |
| 21 | Demolition/Breaking up Drain Pipes ,PVC SWR /AC/RCC 110mm dia, Jointed in Cement Mortar of any description including demolition of PCC of the Pipes with Bed,complete all as specified and directed by Engineer-in-Charge. |
| 22 | Demolition/Breaking up Drain Pipes (SGSW),AC/RCC 150mm dia, Jointed in Cement Mortar of any description including demolition of PCC of the Pipes with Bed,complete all as specified and directed by Engineer-in-Charge. |
| 23 | Demolition/Breaking up Drain Pipes (SGSW),AC/RCC 200mm dia, Jointed in Cement Mortar of any description including demolition of PCC of the Pipes with Bed,complete all as specified and directed by Engineer-in-Charge. |
| 24 | Demolition/Breaking up Drain Pipes (SGSW),AC/RCC 300mm dia, Jointed in Cement Mortar of any description including demolition of PCC of the Pipes with Bed,complete all as specified and directed by Engineer-in-Charge. |
| 25 | M&L for PVC SWR pipe 110 mm dia single socketed in any length laid in trenches or in floorscomplete all as specified and as directed by Engr-in-charge. |
| 26 | M&L for reinforced cement concrete pipe 150 mm dia class NP2 laid and jointed complete with collars as in sewer lines and jointed complete all as specified and as directed by Engr-in-charge. |
| 27 | M&L for reinforced cement concrete pipe 200 mm dia class NP2 laid and jointed complete with collars as in sewer lines and jointed complete all as specified and as directed by Engr-in-charge. |
| 28 | M&L for reinforced cement concrete pipe 300 mm dia class NP2 laid and jointed complete with collars as in sewer lines and jointed complete all as specified and as directed by Engr-in-charge. |
| 29 | M&L for Cement Concrete (1:3:6) Type C2 (20mm Graded Stone Aggregate) Bed for Drain Pipes of Bore 110mm including Packing under and Haunching against the Sides of Pipes after they are laid in Foul Condition and Testing, complete all as specified and as directed. |
| 30 | M&L for Cement Concrete (1:3:6) Type C2 (20mm Graded Stone Aggregate) Bed for Drain Pipes of Bore 150mm including Packing under and Haunching against the Sides of Pipes after they are laid in Foul Condition and Testing, complete all as specified and as directed. |
| 31 | M&L for Cement Concrete (1:3:6) Type C2 (20mm Graded Stone Aggregate) Bed for Drain Pipes of Bore 200 mm including Packing under and Haunching against the Sides of Pipes after they are laid in Foul Condition and Testing, complete all as specified and as directed. |
| 32 | M&L for Cement Concrete (1:3:6) Type C2 (20mm Graded Stone Aggregate) Bed for Drain Pipes of Bore 300 mm including Packing under and Haunching against the Sides of Pipes after they are laid in Foul Condition and Testing, complete all as specified and as directed. |
| 33 | M&L cement concrete 1:4:8 type D2 using 40mm graded stone aggregate for foundation of manholes |
| 34 | M&L cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in benching including necessary form work all as directed and specified |
| 35 | Extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms moulds mitred/stopped ends etc. |
| 36 | M&L cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in bedblocks, coping,benching,bed block for rungs,window cills etc including necessary form work and all as specified |
| 37 | Demolition of brick work build in cement morter of any description and removing of rubbish from the premices. |
| 38 | Material and labour for brick work old size burnt clay bricks, sub class B, straight or curved on plan exc 6m mean radium built in CM 1:6 complete all as specified and directed. |
| 39 | Taking down Cement Plaster from wall of any description from Brick/concrete surfaces including raking out Joints, hacking for Key, scrubbing down with Water, etc., and removing same from the Site(s), complete all as specified and as directed. |
| 40 | M&L for rendering15mm thickin CM 1:4 Plasteron fair faces of brick work or concrete surfaces and in including garrages plaster finished even & smooth without using extra cementincluding necessary scaffolding complete all as specified and as directed. |
| 41 | M&L for preparation for newly plastered surface of wall and applying two coat of cement base painton walls complete including Scaffolding up to 4 storey buildings all as specified and as directed by Engineer-In-Charge. |
| 42 | Washed stone grit plaster on exterior walls in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings .complete all as specified (Paymentfor providing grooves shall be made separately). |
| 43 | Forming groove of uniform size 15mm wide and 15mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : |
| 44 | S&F in repairs, SFRC perforated drain cover of size 600mm x 450mm x 70mm thick srounded with steel strip 70x3mm Reinforced as per manufacturer\"s design and proccess laid over existing drain complete all as specified and as directed by Engr-in-Charge. |
| 45 | S&F in repairs, SFRC MH cover of size 600mm x 450mm x 70mm thick srounded with steel strip 70x3mm Reinforced as per manufacturer\"s design and proccess laid over existing drain complete all as specified and as directed by Engr-in-Charge. |
| 46 | All as per item No 46 above but MH cover 600X600X70/ 700x700x70mm Size |
| 47 | All as per item No 46 above but GT frame & cover of Size 300x300x50mm. |
| 48 | Demolition of Cement Concrete (un-reinforced) of any description, not exc. 150mm thickness (above or below Ground Level) and removing the same from Site(s), complete all as specified and as directed. |
| 49 | M&L for 75mm thick PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in floor and paving including finishing even and smooth without using extra cement complete all as specified and directed by Engr-in-charge |
| 50 | Demolition of stone slab and tiles fixed with bedded and jointed of any description. |
| 51 | M&L 75mm thick PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in sub base offloor. |
| 52 | M&L for sand filling under floors or in foundations including watering and consolidation for 50mm thick. |
| 53 | M&L60mm thick Machine pressed precast concrete inter locking paver block M-35 Gde any shape and size with Grey cement and nopigment conforming to IS 15658-2006 over sand cushioning as specified and as directed. |
| 54 | Fixing only old interlockingpaver block obtained from dismantled, over sand Cushioning as specified and as directed. |
| 55 | M&L for 18- 20mm Granite (of any type) work (table rubbed and polished, rounded and chamfered ) in steps, jambs, pillars, window- cills, cooking platforms in full length upto 2.50 mtrand laid over and including 10 to 15mm thick cement mortar (1:4) including pointing in white cement (1:2) using marble powder with admixture of pigment to match with shade of granite complete all as specified and as directed. |
| 56 | M&L for 18-20 mm thick machine cut Kota stone slab of size 550mm x 550mm in flooring over cement screed bed18-20mm thick in CM 1:4 and jointed with gray cement slurry mix with pigment to match the shade of slab including rubbing and mirror polishing in repairs, complete all as directed by Engr-in-Charge. |
| 57 | M &L Cutting and grinding mirror polishing old kota stone flooring including applying cement slurry to fill the existing joints,complete all as directed by Engr-in-Charge. |
| 58 | M&Lfor rubber moulded Chequered Cement Concrete Tiles 300X300X 25mm thick pre printed colour, Set and Jointed in Neat Cement Slurry with Grey Cement and Pigment over and including Screed Bed 15mm thick in Cement Mortar (1:4) as in Path, complete all as specified and as directed. |
| 59 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete |
| 60 | M&L for applying two coat weather/dust proof paint in Strips exc 15 Cm, over a coat of primer including preparation of new Kerb stone/plastered wall surfaces all as specified and as directed. |
| 61 | Dismantling of expanded metal any thick ness or mesh of weight n exc 4.0Kg/Sqm fixed with fillets of any description. |
| 62 | Fixing only chain link fencing including line wires, any mesh, size and type to any typeof standards, rails, straining bolts, etc. including provission of binding wire |
| 63 | Supply only 4mm dia chain link MS galvanised fencing of 50x50mm size including line wire, fillets, straining bolts etc complete all as specified and as directed. |
| 64 | Repairing of old chain link fencing, including removing from fillets, straining bolt, removing and refixing of post with PCC, if required and fixing in position in a straight line complete all as specified and as directed. |
| 65 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwisespecifically provided for |
| 66 | M&L for 75mm thick PCC 1:3:6 type C1 (using 20mm graded stone aggregate) as in floor and paving , plinth protection including finishing even and smooth without using extra cement complete all as specified and directed by Engr-in-charge |
| 67 | Dismantling steel post or struts any section, including taking out embedded portion in concrete, brick work masonry at top of 2.1m high wall |
| 68 | Dismantling barbed wire fencing of any description on 2.1m high wall |
| 69 | S&Fmild steel work as in swan necks etc all as specified and as directed. |
| 70 | S&Fin repairGalvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) |
| 71 | M&L for PCC 1:3:6 Type C2 (40mm graded stone aggregate) as in blocks for fixing angle iron posts etc |
| 72 | Dismanlling structural steel work including doors gates but excluding framed trusses etc. |
| 73 | M&L forframed work such as doors and gates of angle or other sections with gusset plates rails braces Gd : Fe-410-W(Gde-E-250) etc complter drilled for fixing of steel sheeting or other covering all as specified and as directed. |
| 74 | M&L for framed work such as grills, grating etc with end of bars shouldered and forged into spikes, barred iron doors, ballusters, walk ways railings etc and similar work confirming to Fe 290 Gde E 165 all as secified and as directed. |
| 75 | M&L for preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of red oxide primer |
| 76 | M&L for cleaning, scrapping of old steel/iron surface and apply one coat synthetic enamel paint including preparation of surface exc 10cm in width or girth complete all as specified and as directed. |
| 77 | Supply only liquid water proofing compound |
| 78 | S&F in repair Concertina coil 600mm dia complete all as specified and as directed. |
| 79 | S & F Pre-painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws including taking down existing sheets as specified |
| 80 | De-silting & cleaning of old Rain water harvesting Pit including removing of all silt, Soil, vegetation growth, removing of aggregate of different grading, cleaning washing, straining and refill the same after necessary repairing in layers as specified and as directed by Engineer-in-Charge and removing rubbish from the premises. |
| 81 | M&L for spreading and levelling of dry River sand of required grading as in filter media to rain water harvesting chamber complete all as specified and as directed by Engr-in-charge. |
| 82 | M&L for spreading and levelling of 20mm size stone aggregate of required grading as in filter media to rain water harvesting chamber including removing of all plants and vegetation etc complete all as specified and as directed by Engr-in-charge. |
| 83 | M&L for spreading and levelling of 40mm size stone aggregate of required grading as in filter media to rain water harvesting chamber complete all as specified and as directed by Engr-in-charge. |
| 84 | Note:- The amount of Rs 54900/- against Schedule of Crediton Srl Page 140 shall be deducted from the total amount quoted against Sch \"A\" |
