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| 1 | DISMANTLING : Dismantling of following existing structure of any description and nature at any place and position as per site in-charge including shifting/cleaning the materials from site. Complete in all respect as directed by EIC. Dismantling Reinforced cement concrete in Roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended work including reinforcement cut as required to facilitate demolition |
| 2 | DISMANTLING : Dismantling of following existing structure of any description and nature at any place and position as per site in-charge including shifting/cleaning the materials from site. Complete in all respect as directed by EIC.Separating, scraping and cleaning of reinforcement |
| 3 | DISMANTLING : Dismantling of following existing structure of any description and nature at any place and position as per site in-charge including shifting/cleaning the materials from site. Complete in all respect as directed by EIC. Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings |
| 4 | DISMANTLING : Dismantling of following existing structure of any description and nature at any place and position as per site in-charge including shifting/cleaning the materials from site. Complete in all respect as directed by EIC. Dismantling mild steel work of any description not otherwise provided for including unbolting, dismantling framed work into two or more portable parts |
| 5 | DISMANTLING : Dismantling of following existing structure of any description and nature at any place and position as per site in-charge including shifting/cleaning the materials from site. Complete in all respect as directed by EIC.Demolition of Brickwork masonry, built in cement mortar including all quoins, arches, pillars, etc, |
| 6 | Excavation & Filling: SURFACE Excavation: Surface excavation in hard dense soil n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out |
| 7 | Excavation & Filling:EXCAVATION Over Area: Excavating over areas, in hard dense soil exc. 1.50mand n exc 3.0 m deep and getting out |
| 8 | Excavation & Filling:FILLING & LEVELING : Filling in including returning, spreading, levelling, watering & well ramming in layers as required. |
| 9 | Excavation & Filling: Selecting stone, brick, concrete, etc. suitable for handpacking, filling of hardcore from excavated spoil heaps, removing and piling in convenient places within 50m of spoil heaps, etc. and raising or lowering to required level (measured after selection) |
| 10 | Excavation & Filling: Hardcore of broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface (Without Material, Labour only) |
| 11 | PILING: Boring for Bored cast in situ piles 500mm dia, 20 metres in soil and getting out and disposal of spoil to a distance 50 metresusing DMC method (Direct mud circulation)The rates include for the followings :-(1) Roughly levelling the ground in positions where piles are to be provided.(2) Marking the position of pile by pegs and boring guide |
| 12 | PILING: RCC (1:1½:3) type Al as in 500mm dia bored pile 20m length from cut off level. The rate include for wastage allowance of 1.5m from cut off level due to inter-mixing of clay slurry with concrete. This length shall not be measured. The payment be restricted to nominal bore of pile irrespective of actual bore of pile. The rate includes for temporary metal sheathing 1.5m provided as guide. |
| 13 | PILING:Boring for Bored cast in situ piles 500mm dia, 30 metres in soil and getting out and disposal of spoil to a distance 50 metresusing DMC method (Direct mud circulation)The rates include for the followings :-(1) Roughly levelling the ground in positions where piles are to be provided.(2) Marking the position of pile by pegs and boring guide |
| 14 | PILING: RCC (1:1½:3) type Al as in 500mm dia bored pile 30m length from cut off level. The rate include for wastage allowance of 1.5m from cut off level due to inter-mixing of clay slurry with concrete. This length shall not be measured. The payment be restricted to nominal bore of pile irrespective of actual bore of pile. The rate includes for temporary metal sheathing 1.5m provided as guide. |
| 15 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-chargeSingle pile above 50 tonne and upto 100 tonne Safe capacity Initial test (Test Load 2.5 times the Safecapacity)Routine test (Test Load 1.5 times the Safecapacity) |
| 16 | Cyclic vertical load testing of pile in accordance with IS Code of practice IS:2911 (part IV) byentledge method including preparation of pile head etc for Single pileabove 50 tonne and upto 100 tonne Safe capacity pile |
| 17 | Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile Above 50 tonne and upto 100 tonne capacity pile |
| 18 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. |
| 19 | PCC & RCC: PCC IN FLOOR : Providing PCC type B-1, 1:2:4 (20 mm aggregate) in foundation filling Floor, Mass Concrete.M&L |
| 20 | PCC & RCC:RCC : Reinforced cement concrete (design mix) M-25 20mm graded aggregate in Foundations,including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete |
| 21 | STEEL REINFORCEMENT : TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips. |
| 22 | FORMWORK : Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter |
| 23 | FORMWORK : Formwork to soffits of suspended slabs such as roof slabs, floor slabs, roof beam lintel beamlandings and similar work; not exceeding 200mm thick (Horizontal or sloping) for fair finished surface |
| 24 | ROOF SHEET : Supplying & fixing Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheets 0.50 mm thick of any colour as in roof covering and cladding to wall, fixed with J/L hooks with EPDM washers to fix with structure. |
| 25 | ROOF SHEET : supplying & fixing pre-painted galvalume aluminium zinc coating GI basedplain steel sheets 0.50 mm thick of any colourbending to required shape & size as in ridges, cladding to walls fixed withfixed with J/L hooks with EPDM washers to fix with structure. |
| 26 | ROOF SHEET : Supplying & fixing 2mm thick fibre glass reinforced translucent corrugated sheeting with two corrugation side lap fixed with coach screw or in J hooks and washer in roof, north light etc. Make: Everest, Charminar, Glassfibro. M&L |
| 27 | MS FRAME WORK : Supplying & fixing MS frame work confirming to Fe-410 Grade A & Fe-290 Grade E-165 allow for cutting to dead length where required, notching, drilling, fitting, riveting and/or welding or connecting with bolts and nuts (including rivets or bolts and nuts), also include for drilling the members for site connections providing and fitting angle cleats, fish plates, gusset plates etc., also for wedging, plumbing, truing up and fixing complete. structural steel is painted one shop coat of zinc chromate primer paint (including preparation of surface) at Contractor’s workshop before fabrication. Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) includingdistance pieces, cleats etc. |
| 28 | MS FRAME WORK : Supplying & fixing MS frame work confirming to Fe-410 Grade A & Fe-290 Grade E-165 allow for cutting to dead length where required, notching, drilling, fitting, riveting and/or welding or connecting with bolts and nuts (including rivets or bolts and nuts), also include for drilling the members for site connections providing and fitting angle cleats, fish plates, gusset plates etc., also for wedging, plumbing, truing up and fixing complete. structural steel is painted one shop coat of zinc chromate primer paint (including preparation of surface) at Contractor’s workshop before fabrication.Stairs (framed) including stringers, treades, landing, balusters, hand rails etc. including cleats, brackets, etc. complete |
| 29 | MS FRAME WORK : Supplying & fixing MS frame work confirming to Fe-410 Grade A & Fe-290 Grade E-165 allow for cutting to dead length where required, notching, drilling, fitting, riveting and/or welding or connecting with bolts and nuts (including rivets or bolts and nuts), also include for drilling the members for site connections providing and fitting angle cleats, fish plates, gusset plates etc., also for wedging, plumbing, truing up and fixing complete. structural steel is painted one shop coat of zinc chromate primer paint (including preparation of surface)at Contractor’sworkshop before fabrication.Compound girders and stanchions, lattice girders, aerial masts, staging for water tanks and the like including caps, bases,splices etc. built up from two or more beam or channel sections or angles with plates, including all lattice bars, stiffeners, gusset plates, etc. |
| 30 | MS FRAME WORK : Supplying & fixing MS frame work confirming to Fe-410 Grade A & Fe-290 Grade E-165 allow for cutting to dead length where required, notching, drilling, fitting, riveting and/or welding or connecting with bolts and nuts (including rivets or bolts and nuts), also include for drilling the members for site connections providing and fitting angle cleats, fish plates, gusset plates etc., also for wedging, plumbing, truing up and fixing complete. structural steel is painted one shop coat of zinc chromate primer paint (including preparation of surface) at Contractor’sworkshop before fabrication. Plate girder or single stanchions, built up of one beam or channel section with flange plates, caps, bases. splices, angle brackets, cleats and other connections |
| 31 | MS FRAME WORK : Supplying & fixing MS frame work confirming to Fe-410 Grade A & Fe-290 Grade E-165 allow for cutting to dead length where required, notching, drilling, fitting, riveting and/or welding or connecting with bolts and nuts (including rivets or bolts and nuts), also include for drilling the members for site connections providing and fitting angle cleats, fish plates, gusset plates etc., also for wedging, plumbing, truing up and fixing complete. structural steel is painted one shop coat of zinc chromate primer paint (including preparation of surface) at Contractor’sworkshop before fabrication.providing and fixing wind ties of 40x 6 mm flat iron section. |
| 32 | MS FRAME WORK : Supplying & fixing MS frame work confirming to Fe-410 Grade A & Fe-290 Grade E-165 allow for cutting to dead length where required, notching, drilling, fitting, riveting and/or welding or connecting with bolts and nuts (including rivets or bolts and nuts), also include for drilling the members for site connections providing and fitting angle cleats, fish plates, gusset plates etc., also for wedging, plumbing, truing up and fixing complete. structural steel is painted one shop coat of zinc chromate primer paint (including preparation of surface) at Contractor’sworkshop before fabrication.Fixing of MS Plates as mentioned above with Anchor Fastner - M10 |
| 33 | MS FRAME WORK : Supplying & fixing MSPlates 600mm x 600mm x 10mm Thick (plain or chequered) conforming to Fe 410-W (Gde-E- 250) quality-A channels, square cut or notched (ordinary and counter sunk) |
| 34 | BRICK WORKS : Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cement morter 1:4 |
| 35 | BRICK WORKS : Bricks, sub class B, laid flat, in floors, old size bricks including include for laying on and including 25mm thick layer of sand and filling the joints with same. |
| 36 | PLASTERING:Renderingcement plaster 12 mm thick on fair faces of brick work or concrete surfaces.: cement plaster 1:4. Rendering is to be finished even & smooth without using extra cement. |
| 37 | PLASTERING:NET FINISHING EXTRA CEMENT : Rendering 10mm thick on fair faces of brick work or concrete surfaces in cement morter 1:4, including the additional thickness is provided as floating/setting coat. |
| 38 | PAINTING : Supplying & applying 2 coats of synthetic enamel paint over a coat of red lead primer on steel surface after preparation of surface. |
| 39 | PAINTING : One coat Cement wash with Portland cement slurry to a smooth bodied opaque finish on newly plastered surface,and painted surfaces Two or more coatsof 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10sqm over new surfaces. |
| 40 | PAINTING : One coat Cement wash with Portland cement slurry to a smooth bodied opaque finish on newly plastered surface,and painted surfaces Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer\"s specification. Two coat |
| 41 | Eaves Gutter & Rain Water Pipe:Supplying, fitting & fixing 2.50mm thick plain, black, mild steel sheeting, in valley gutters, pipes, fittings and accessories. Joints in the length shall be water tight and made by continuous welding. Minimum end over lapping is 100 mm. M&L |
| 42 | Eaves Gutter & Rain Water Pipe:Supplying & applying two coats of synthetic enamel gloss paint over a coat of red lead primer on surface ( Steel truss, gate etc) after preparation of new surface. Make: Asian, Berger, ICI. |
| 43 | Eaves Gutter & Rain Water Pipe: Preparation of surfaces & apply double coat ofblack Bituminous paint in valley gutters. M&L |
| 44 | Eaves Gutter & Rain Water Pipe: 110mm dia PVC Pipe |
| 45 | Eaves Gutter & Rain Water Pipe:160mm dia PVC pipe |
| 46 | Eaves Gutter & Rain Water Pipe:160 mm dia PVC bend |
| 47 | Eaves Gutter & Rain Water Pipe:Supplying, assembling, fixing in position , unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete 200mm Dia |
| 48 | Eaves Gutter & Rain Water Pipe:Nozzle 150 mm dia MS Pipe |
| 49 | Eaves Gutter & Rain Water Pipe: Supplying, laying, cutting, fitting & fixing of Down Take pipes MS ERW PIPE 300mm dia in any length including weding, fixed to walls complete with suport, fitting bend, tees, flanges and all necessary accessories in any lenth laid inwall support. the joints of pipeline should be made water proof. |
| 50 | Provisioning of Structural Design for Pile, Steel Structure, Gantry & Truss, Mix design of Concrete with detail drawing from reputed structural engineer firm and vetted by reputed Govt educational institution, autonomous body before commencing the work and submitted to MSF. The work will be commenced only after approval of Executive Director or nominated representative ofdesign and drawing. |
