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| Sl. No. | Item Description |
| 1 | DISMANTLING: 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: Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings |
| 3 | DISMANTLING:Dismantling mild steel work of any description not otherwise provided for including unbolting, dismantling framed work into two or more portable parts |
| 4 | DISMANTLING:Demolition of Brickwork masonry, built in cement mortar including all quoins, arches, pillars, etc, |
| 5 | EXCAVATION & FILLING: Surface excavation in hard dense soil n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out. |
| 6 | EXCAVATION & FILLING: Excavating over areas, in hard dense soil exc. 1.50mand n exc 3.0 m deep and getting out including provision of pumping arrangement for dewatering if any. |
| 7 | EXCAVATION & FILLING: Filling in including returning, spreading, levelling, watering & well ramming in layers as required. |
| 8 | 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) |
| 9 | 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) |
| 10 | PILING WORK: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 |
| 11 | PILING WORK: 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. |
| 12 | PILING WORK: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 |
| 13 | PILING WORK: 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. |
| 14 | PILING WORK: 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) |
| 15 | PILING WORK: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 |
| 16 | PILING WORK: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 |
| 17 | PILING WORK: 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. |
| 18 | PCC & RCC (M&L): Providing PCC type B-1, 1:2:4 (20 mm aggregate) in foundation filling Floor, Mass Concrete.M&L |
| 19 | PCC & RCC (M&L): 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. M&L |
| 20 | PCC & RCC (M&L): 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. M&L |
| 21 | FORM WORK (M&L): 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. M&L |
| 22 | FORM WORK (M&L):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. M&L |
| 23 | ROOF SHEETS (M&L):Supplying & fixing , 0.80 mm thick Galvanised ( 275 GSM) corrugated mild steel sheeting with two corrugations side lap & minimum 150mm end lap fixed with J/L hooks with EPDM washers in roofs, walls etc. M&L |
| 24 | ROOF SHEETS (M&L):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. |
| 25 | ROOF SHEETS (M&L):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 |
| 26 | 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 fabricationRoof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats foundation bolts etc including one coat of shop coat primer.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 fabricationStairs (framed) including stringers, treades, landing, balusters, hand rails etc. including cleats, brackets, etc. complete |
| 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 fabricationCompound 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. |
| 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’s workshop before fabricationPlate girder or single stanchions, built up of one beam or channel section with flange plates, caps, bases. splices, angle brackets, cleats and other connections |
| 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’s workshop before fabricationproviding and fixing wind ties of 40x 6 mm flat iron section. |
| 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’s workshop before fabricationFixing of MS Plates as mentioned above with Anchor Fastner - M10 |
| 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’s workshop before fabricationMS Plates 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) |
| 33 | BRICK WORKS : (M&L): M&L. Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cement morter 1:4 |
| 34 | BRICK WORKS : (M&L): M&L. 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. |
| 35 | PLASTERING(M&L): M&L. 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. |
| 36 | NET FINISHING EXTRA CEMENT :M&L. 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. |
| 37 | PAINTING : Supplying & applying 2 coats of synthetic enamel paint over a coat of red lead primer on steel surface after preparation of surface. |
| 38 | 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 coats of 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/ 10 sqm over new surfaces. |
| 39 | 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 |
| 40 | Eaves Gutter & Rain Water Pipe(M&L): 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 |
| 41 | Eaves Gutter & Rain Water Pipe(M&L): 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. |
| 42 | Eaves Gutter & Rain Water Pipe(M&L): Preparation of surfaces & apply double coat ofblack Bituminous paint in valley gutters. M&L |
| 43 | Eaves Gutter & Rain Water Pipe(M&L): 160mm dia PVC pipe (M&L) |
| 44 | Eaves Gutter & Rain Water Pipe(M&L): 160 mm dia PVC bend (M&L) |
| 45 | Eaves Gutter & Rain Water Pipe(M&L):Eaves Gutter & Rain Water Pipe(M&L): 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 |
| 46 | Eaves Gutter & Rain Water Pipe(M&L): Eaves Gutter & Rain Water Pipe(M&L): Nozzle 150 mm dia MS Pipe |
| 47 | 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 like IIT/NIT before commencing the work and submitted to MSF. The work will be commenced only after approval of design and drawing by representative of Executive Director of MSF. |
| 48 | DISMANTLING :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. Complete in all respect as per direction of E-I-C. |
| 49 | DISMANTLING :Demolition of Brickwork masonry, built in cement mortar including all quoins, arches, pillars, etc, |
| 50 | EXCAVATION & FILLING (M&L):Excavating over areas, in hard dense soil exc. 1.50mand n exc 3.0 m deep and getting out including arranging of pumping system for dewatering during digging if required. |
| 51 | EXCAVATION & FILLING (M&L):Filling in including returning, spreading, levelling, watering & well ramming in layers as required. |
| 52 | EXCAVATION & FILLING (M&L): 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) |
| 53 | EXCAVATION & FILLING (M&L):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) |
| 54 | CONCRETE WORK (M&L):Providing PCC type B-1, 1:2:4 (20 mm aggregate) in foundation filling Floor, Mass Concrete.M&L |
| 55 | CONCRETE WORK (M&L):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. M&L |
| 56 | 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. M&L |
| 57 | 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. M&L |
| 58 | 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 including painted with one coat of shop coat of zinc chromate primer paint. M&L. Grade of steel Fe-410-W (Gde-E-250 Quality A) |
| 59 | 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.M&L |
| 60 | Supplying and fixing 110mm dia PVC Pipe. M&L |
| 61 | 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. |
| 62 | STRUCTURAL DESIGN OF BUILDING : Provisioning of Structural Design for Pile, Steel Structure, Gantry & Truss, Mix design of Concrete with detail drawing for construction of Multi purpose Shed (approx size of Shed : 65mt x 20 mt x 15.20mt with gantry height 12.19mt) 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. |
| 63 | STRUCTURAL DESIGN OF BUILDING: Testing of existing PEB structure, gantry girder,Truss, piles etc with preparation of detailed drawing from reputed structural engineer firm and vetted by reputed Govt educational institution, autonomous body required for completing the shed construction work of multi purpose shed) before commencing the work and submitted to MSF. The construction work will be commenced only after approval of the drawing by rep of Executive Director/MSF. |
| 64 | CONSTRUCTION OF SHED:Dismantling structural steel work including doors, gates at any place, position & height. |
| 65 | CONSTRUCTION OF SHED:Dismantling of Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings |
| 66 | CONSTRUCTION OF SHED:Surface excavation in hard dense soil n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out |
| 67 | CONSTRUCTION OF SHED: Excavating over areas, in hard dense soil exc. 1.50mand n exc 3.0 m deep and getting out. Including pumping of water if required during digging. Complete in all respect. |
| 68 | CONSTRUCTION OF SHED: Excavating in trenchesin hard dense soil n exc. 1.50m wide and n exc 1.5 m deep and getting out. Including pumping of water if required during digging. |
| 69 | CONSTRUCTION OF SHED:Filling in including returning, spreading, levelling, watering & well ramming in layers as required. Completed in all respect as per direction of E-I-C. The dismantled brick, concrete or excavated soil to be used. |
| 70 | CONSTRUCTION OF SHED:supplying & laying Hardcore of gauge n exc 63mm, deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface: Broken stone or buolders. (M&L) |
| 71 | CONSTRUCTION OF SHED:Supplying, laying bricks, laid dry, sub class B, laid flat in floor, base. M&L |
| 72 | CONSTRUCTION OF SHED:Boring for Bored cast in situ piles 500mm dia, 30 metres in soil and getting out and disposal of spoil to a distance 50 metres using 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 |
| 73 | CONSTRUCTION OF SHED:M&L. 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. |
| 74 | CONSTRUCTION OF SHED: 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 |
| 75 | CONSTRUCTION OF SHED:M&L 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. |
| 76 | CONSTRUCTION OF SHED: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 Safe capacity) Routine test (Test Load 1.5 times the Safe capacity) |
| 77 | CONSTRUCTION OF SHED: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-chargeCyclic 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 |
| 78 | CONSTRUCTION OF SHED: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-chargeLateral 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 |
| 79 | CONSTRUCTION OF SHED: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-chargeIntegrity 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. |
| 80 | CONSTRUCTION OF SHED:Providing & laying PCC type B-1, 1:2:4 (20 mm aggregate) in foundation filling Floor, Mass Concrete.M&L |
| 81 | CONSTRUCTION OF SHED:M&L 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 |
| 82 | CONSTRUCTION OF SHED:Reinforced cement concrete (design mix) M-25 20mm graded aggregate for Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like |
| 83 | CONSTRUCTION OF SHED: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. M&L |
| 84 | CONSTRUCTION OF SHED:Supplying & fixing , 0.80 mm thick Galvanised ( 275 GSM) corrugated mild steel sheeting with two corrugations side lap & minimum 150mm end lap fixed with J/L hooks with EPDM washers in roofs, walls etc. |
| 85 | CONSTRUCTION OF SHED: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. |
| 86 | CONSTRUCTION OF SHED: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 |
| 87 | CONSTRUCTION OF SHED:Supplying & fixing MS frame work (PEB Structure) 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.PEB structure Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats including foundation bolts etc. including one coat of shop coat primer. M&L |
| 88 | CONSTRUCTION OF SHED:Supplying & fixing MS frame work (PEB Structure) 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 fabricationDitto, but Erection, fixing only |
| 89 | CONSTRUCTION OF SHED:Supplying & fixing MS frame work (PEB Structure) 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. including one coat of shop coat primer complete in all respect (M&L) |
| 90 | CONSTRUCTION OF SHED:Supplying & fixing MS frame work (PEB Structure) 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. M&L. PEB Structure of 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. including one coat of shop coat primer. |
| 91 | CONSTRUCTION OF SHED:Supplying & fixing MS frame work (PEB Structure) 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. Supplying of MS Plates 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) (M&L) |
| 92 | CONSTRUCTION OF SHED:Supplying & fixing MS frame work (PEB Structure) 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. Fixing of MS Plates as mentioned above with Anchor Fastner - M10 |
| 93 | CONSTRUCTION OF SHED:Supplying & fixing MS frame work (PEB Structure) 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 fabricationProviding and fixing wind ties of 40x 6 mm flat iron section.(M&L) |
| 94 | Providing and fixing Powder coated aluminium (minimum thickness of powder coating 50 micron) for shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws all complete as per architectural drawings and thedirections of Engineer-in-Chief. |
| 95 | Sheet glass, 5.5mm thick ordinary quality and glazing with oil putty insquare exc 0.5 sq. m in each pane |
| 96 | Steel rolling shutters, with ball bearing, Thickness of laths 1.25 mm including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete: gear operated type with chain wheel and hand chain |
| 97 | Safety lever locks mild steel with 4 levers for rolling shutters |
| 98 | Ball bearing for rolling shutters |
| 99 | Steel door including projecting type hinges, steel handle, complete, with glazing bars, dovetailed or welded include for painting with one shop coat of zinc chromate primer. |
| 100 | Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cement morter 1:4. M&L |
| 101 | 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.M&L |
| 102 | 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. |
| 103 | One coat Cement wash with Portland cement slurry to a smooth bodied opaque finish on newly plastered surface,and painted surfaces Two or more coats of 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/ 10 sqm over new surfaces. M&L |
| 104 | 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. |
| 105 | Preparation of surfaces & apply double coat ofblack Bituminous paint in valley gutters. M&L |
| 106 | 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 |
| 107 | Supplying & fixing 160mm dia PVC pipe at any place, position & height as per site requirement & direction of EIC |
| 108 | Supplying & fixing 160 mm dia PVC bend as per requirement and direction of EIC. |
| 109 | Excavating in trenchesin hard dense soil n exc. 1.50m wide and n exc 1.5 m deep and getting out. Including pumping of water if required during digging. |
| 110 | M&L. Supplying, laying bricks, laid dry, sub class B, laid flat in floor, base. |
| 111 | M&L. Providing PCC type B-1, 1:2:4 (20 mm aggregate) in foundation filling Floor, Mass Concrete.M&L |
| 112 | M&L. 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 |
| 113 | M&L. Extra for forming fair finished drain or channel 75 cm inner girth in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc |
| 114 | M&L. 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. |
| 115 | M&L. 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 |
| 116 | M&L. Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cement morter 1:4 |
| 117 | M&L. 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. |
| 118 | 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 |
| 119 | Demolition of Brickwork masonry, built in cement mortar including all quoins, arches, pillars, etc, |
| 120 | Dismantling wrought iron or mild steel work of any description not otherwise provided forMS Frame work. |
| 121 | Excavating over areas, in hard dense soil exc. 1.50mand n exc 3.0 m deep and getting out |
| 122 | Laying old dismantled bricks, laid dry, laid flat in floor, base including cleaning of cement mortar from old dismantled bricks if any. (L) |
| 123 | Providing PCC type B-1, 1:2:4 (20 mm aggregate) in foundation filling Floor, Mass Concrete.M&L |
| 124 | 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 |
| 125 | Reinforced cement concrete (design mix) M-25 20mm graded aggregate Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like |
| 126 | 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. |
| 127 | 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 |
| 128 | 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 |
| 129 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions. |
| 130 | Supplying, fitting & fixing MS joist channel,angle tee sections fixed independently. M&L |
| 131 | Galvanised. 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 |
| 132 | Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cement morter 1:4 |
| 133 | Cutting out bricks, forming toothing for bonding new into old work including value of new materials entering into old walls including jointing and pointing, complete in cement mortar 1:4. |
| 134 | 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. |
| 135 | One coat Cement wash with Portland cement slurry to a smooth bodied opaque finish on newly plastered surface,and painted surfaces Two or more coats of 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/ 10 sqm over new surfaces. |
| 136 | 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. |
| 137 | Supplying& fixing of broken glass coping on top of boundary walls in cement mortar 1:3 of average thickness 25mm, complete in all respect . M&L |
| 138 | Providing and fixing concertina coil fencing with punched tape concertina coil 600mm dia 10 m openable length (total length 90m), having 50 nos. round per 6 m length, with existing or new angle iron \"Y\" shaped placed on MSF\"s security boundary wall & with 9 horizontal R.B.T. reinfored barbed wire, stud tied with G.I staples & G.I clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of EIC, with reinforced barbed tape (R.B.T.)/Spring core (2.5mm thick) wire of high tensile strength of 165 kg/Sqmm with tape (0.52mm thick) & weight 43.478 gm/metre (cost of MS Angle shall be paid separately |
| 139 | Laying old dismantled bricks, laid dry, laid flat in floor, base including cleaning of cement mortar from old dismantled bricks if any. (L) |
| 140 | Forming embankments including raising (or lowering)by sand filling, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape. Complete in all respect. (M&L) |
| 141 | Rolling and consolidating formation surfaces in cutting or filling using power roller. |
| 142 | Continuous brick edging; with width equal to the width of the brick; laid dry on end vertically with burnt clay bricks of sub class B old size bricks. |
| 143 | Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less including (i) Use and waste of side form for laying pavement concrete/hard-standing in bays between joints & Contraction expansion joint/or between the two contraction joints M & L |
| 144 | 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. |
| 145 | Finishing surface of concrete roads, pavements, by brroming |
| 146 | Forming 12 mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’AND provided with 20 mm dia mild steel dowel bars 50cm long (25cm in each slab) with ferrules, spaced at 300 mm centres, including boring form work and preformed filler for dowelsM &L |
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