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| 1 | Earthwork Excavation in all Sorts of Soil for foundation trenches, walls, drains, plinths, footings, pedestals, colunmns and for all other miscellaneous foundation works etc., including Cutting / removing & clearance of jungle, bushes, grass & all other unwanted plants, creepers, which are obstructing for excavation work etc. Shoring, strutting, bailing out water if necessary, dressing, leveling & hand ramming properly the bottom of foundations using wooden hand rammer with proper watering, refilling the sides of the foundation with excavated available good quality of Soil, leveling & hand ramming properly the sides of foundations using wooden hand rammer with proper watering, providing; fixing & removing necessary scaffolding / staging / platform,cleaning the work area, collecting & disposing the costruction waste up to a lead of 2000 meters from the place of work etc. complete all as per specification and as directed by Engineer-in-charge at all locations and at all lift & height. |
| 2 | Excavation from Ground level to 1.50 meters depth. |
| 3 | Excavation from 1.50 to 4.00 meters depth. |
| 4 | Excavation in Soft Rock for foundation trenches, walls, drains, plinths, footings, pedestals, colunmns and for all other miscellaneous foundation works etc.,upto an average depth of 4.00 meters [from the existing ground level]including Cutting / removing & clearance of jungle, bushes, grass & all other unwanted plants, creepers,which are obstructing for excavation work etc. Shoring, strutting, bailing out water if necessary, dressing, leveling & hand ramming properly the bottom of foundations using wooden hand rammer with proper watering, refilling the sides of the foundation with excavated available good quality of Soil, leveling & hand ramming properly the sides of foundations using wooden hand rammer with proper watering, providing; fixing & removing necessary scaffolding / staging / platform,cleaning the work area, collecting & disposing the costruction waste up to a lead of 2000 meters from the place of work etc. complete all as per specification and as directed by Engineer-in-charge at all locations and at all lifts & heights. |
| 5 | Excavation in Hard Rock for foundation trenches, walls, drains, plinths, footings, pedestals, colunmns and for all other miscellaneous foundation works etc.,upto an average depth of 4.00 meters [from the existing ground level]including Cutting / removing & clearance of jungle, bushes, grass & all other unwanted plants, creepers,which are obstructing for excavation work etc. Shoring, strutting, bailing out water if necessary, dressing, leveling & hand ramming properly the bottom of foundations using wooden hand rammer with proper watering, refilling the sides of the foundation with excavated available good quality of Soil, leveling & hand ramming properly the sides of foundations using wooden hand rammer with proper watering, providing; fixing & removing necessary scaffolding / staging / platform,cleaning the work area, collecting & disposing the costruction waste up to a lead of 2000 meters from the place of work etc. complete all as per specification and as directed by Engineer-in-charge at all locations and at all lifts & heights. |
| 6 | Excavating trenches of required width for pipes, cables manually, etc not exceeding 80mm dia including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.0 m and 0.5m width including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc.cleaning the work area, collecting & disposing the costruction waste up to a lead of 2000 meters from the place of work etc. complete all as per specification and as directed by Engineer-in-charge at all locations and at all lifts & heights. |
| 7 | Dismantling & removing flexible pavement bitumin courses including WBM, soling & pavers etc. by manual/mechanical means at road & drain crossing / drains walls for formation of trunches & for other miscellaneous works using suitable tools & tackles & tackles includung depositing the all removed serviceable materials in sectional store at Kaiga Site, providing; fixing & removing necessary staging / platform [if required], collecting & disposing the generated & costruction waste up to a lead of 2000 meters from the place of work & cleaning the work area, etc. complete all as per standard technical specification and as directed by Engineer-in-charge at all locations and at all lift |
| 8 | Dismantling / breaking / removing by Manual or Mechanical means PCCof all gradeswith both side plaster, in cement mortar & other finishes [if any] for formation of trenches & other miscellaneous works including collecting & stacking neately; all serviceable materials [such as aggregates & reinforcement steel etc.] in sectional store at Kaiga Site, providing; fixing & removing necessary staging / platform [if required], collecting & disposing the generated & costruction waste up to a lead of 2000 meters from the place of work & cleaning the work area, etc. complete all as per standard technical specification and as directed by Engineer-in-charge at all locations and at all lift. |
| 9 | Dismantling / breaking / removing by Manual or Mechanical meansRCCof all gradeswith both side plaster including stacking of steel bars, in cement mortar & other finishes [if any] for formation of trenches & other miscellaneous works including collecting & stacking neately; all serviceable materials [such as aggregates & reinforcement steel etc.] in sectional store at Kaiga Site, providing; fixing & removing necessary staging / platform [if required], collecting & disposing the generated & costruction waste up to a lead of 2000 meters from the place of work & cleaning the work area, etc. complete all as per standard technical specification and as directed by Engineer-in-charge at all locations and at all lift. |
| 10 | Removing by chisteling / hammering / breaking of Burnt Bricks /CC Block Masonry/RR masonry work by Manual/Mechanical means with both side plaster, concrete, in cement mortar & other finishes if any etc. including collecting, shifting, loading, carriage,unloading & stacking the serviceable materials in Civil Sectional Store at Kaiga, cleaning the work area and disposing the debris etc., upto a lead of 2000 meters outside work premises etc. complete all as per specification and as directed by the Engineer-in-charge at all locations and at all heights/ lifts. |
| 11 | Providing and laying PCC 1:3:6 using 40 mm & downsize, clean, crushed, well graded, aggregates of hard, durable & approved quality for foundation, plinth works including preparation of base by close hacking / chipping the old concrete / plastered surface, racking out the joints & cleaning, mixing, transporting, laying, spreading, consolidation, levelling, finishing, curing, providing; fixing & removing necessary formwork, providing, fixing & removing staging / platform / ladder, collecting & disposing the generated waste, costruction waste up to a lead of 2000 meters from the place of work & leaning the work area, etc. complete all as per standard technical specification, drawing [if any] and as directed by Engineer-in-charge at all locations and at all lift / height.NOTE: OPC 43 grade cement shall be used. |
| 12 | Providing and laying PCC M15 using 20 mm & down sizeclean, crushed, well graded, aggregates of hard, durable & approved quality for foundation, plinth works including preparation of base by close hacking / chipping the old concrete / plastered surface, racking out the joints & cleaning, mixing, transporting, laying, spreading, consolidation, levelling, finishing, curing, providing; fixing & removing necessary formwork, providing, fixing & removing staging / platform / ladder, collecting & disposing the generated waste, costruction waste up to a lead of 2000 meters from the place of work & leaning the work area, etc. complete all as per standard technical specification, drawing [if any] and as directed by Engineer-in-charge at all locations and at all lift / height.NOTE: OPC 43 grade cement shall be used. |
| 13 | Providing and laying [in layers] of murrum / gravel in low laying areas ,berms,foundation etc. to the required line, level, width, slope / gradient & camber etc. with good and selected quality of murrum / gravel brought from the borrow pits [murrum / gravel shall be free from roots; stones; boulders; pebbles; leaves; unwanted material etc.], sprinkling of water & ramming the laid each layer using wooden hand rammer, base shall be fully neat & clean, providing; fixing & removing necessary staging / platform / ladder [if required], collecting & disposing the generated waste, costruction waste up to a lead of 2000 meters from the place of work & cleaning the work area, etc. complete all as per standard technical specification and as directed by Engineer-in-charge at all locations and at all lifts / heights. |
| 14 | Providing, placing and removing formwork for all In-Situ Concrete Works such as foundation, raft, columns, beams, slab, footings, all other miscellaneous RCC works including providing; fixing & removing necessary staging / platform / ladder, preparation of base, collecting & disposing the generated waste, costruction waste up to a lead of 2000 meters from the place of work & cleaning the work area, etc. complete all as per standard technical specification, drawing [if any] and as directed by Engineer-in-charge at all locations and at all lift / height.Note: The measurement for the form work will be actual area of form in contact with the concrete surfaces. |
| 15 | Providing and laying approved make high yeild strength deformed Reinforcement bars of all dia meters confirming to grade Fe -550/550D of IS:1786 [latest edition] including cutting, bending, transporting, placing in position & binding with suitable guage soft annealed binding wire for all insitu concrete works and all other miscellaneous RCC works, providing & placing spacer bars, cover blocks [cover blocks shall be cast in same grade of concrete & cured properly], providing; fixing & removing necessary staging / platform / ladder, preparation of base, collecting & disposing the generated waste, costruction waste up to a lead of 2000 meters from the place of work & cleaning the work area, etc. complete all as per standard & manufacturers technical specification, drawing [if any] and as directed by Engineer-in-charge at all locations and at all lift / height. Note: The rate shall be inclusive of Binding wire and cover blocks and will not be measured separately for payment. |
| 16 | Providing and laying RCC M30 using 20 mm & downsize clean, crushed, well graded, aggregates of hard, durable & approved quality for foundation, rafts, footings, plinth, columns, beams, slabs, Chejjas, Lintels & for all insitu concrete works including preparation of base by close hacking / chipping the old concrete / plastered surface, racking out the joints & cleaning, mixing, transporting, laying, spreading, consolidation, levelling, finishing, curing, providing; fixing & removing necessary providing, fixing & removing staging / platform / ladder, collecting & disposing the generated waste, costruction waste up to a lead of 2000 meters from the place of work & leaning the work area, etc. complete all as per standard technical specification, drawing [if any] and as directed by Engineer-in-charge at all locations and at all lift / height. NOTE: OPC 43 grade cement shall be used. |
| 17 | Providing & Constructing R. R. Masonry using Stone Boulders, Stone chips, Through / bond Stones [as per standard techncal specification, through / bond Stones shall be be used in RR masonry work], in CM 1:5 for foundation & plinth and other miscellaneous RR masonry works of foundation & plinth, masonry work shall be carried out as per relavent BIS specification of latest edition, including simultaneous flush pointing, preparation of base by close hacking / chipping the old concrete & plasterd surfaces, racking out the masonry joints & cleaning, providing; fixing & removing necessary staging / platform, ladder, collecting & disposing the generated waste, up to a lead of 500 mtrs. from the place of work & cleaning the work area, etc. complete all as per standard technical specification, drawing [if any] and as directed by Engineer-in-charge at all locations & lifts / heights. |
| 18 | Providing and laying 230 mm thick Stone Soling below floor & foundations bed etc. using hard, durable & approved quality stones, rubbles, filling interstices using small size stones, stone chips, murum & watering [to fill uip all gaps] etc. including preparation of base properly, levelling, dressing & hand ramming, providing; fixing & removing necessary staging / platform / ladder, collecting & disposing the generated waste, costruction waste up to a lead of 2000 meters from the place of work & cleaning the work area, etc. complete all as per standard technical specification, drawing [if any] and as directed by Engineer-in-charge at all locations and at all lift / height. |
| 19 | Providing & Constructing Masonry with approved C. C. Solid Blocks of size 400 X 200 X 200 mm , having crushing strength not less than 45Kgs/cm2 and confirming to the BIS 2185 part-I of the latest edition, in CM 1:5 for foundation [plinth, drains, walls & repair works etc.] & superstructure [walls & repair works etc.] and all other miscellaneous masonry works for foundation & superstructure etc. Including simultaneous flush pointing, preparation of base by close hacking / chipping the old concrete / plastered surface, racking out the joints & cleaning, providing; fixing & removing necessary staging / platform / ladder, Curing, cleaning the work area, collecting & disposing the generated waste, costruction waste up to a lead of 2000meters from the place of work & cleaning the work area, etc. complete all as per standard technical specification, drawing [if any] and as directed by Engineer-in-charge at all locations and at all lift / height. |
| 20 | Providing and laying Internal Cement Plaster 15 mm thick in CM 1:5 to the masonry & concrete surfaces [new, old repair & rectification] etc., rubbed perfectly so as to obtain smooth & even finish including preparation of base by close hacking / chipping the old surface, racking out the joints & cleaning, curing, providing; fixing & removing necessary staging / platform / ladder, cleaning the work area, collecting & disposing the generated waste, costruction waste up to a lead of 2000 meters from the place of work & cleaning the work area, etc. complete all as per standard technical specification, drawing [if any] and as directed by engineer-in-charge at all locations and at all lift / height. |
| 21 | Providing, laying concrete & in position / Placing of RCC Pre-Cast drain Slabs / drain Covers made out of RCC 1:2:4 casting with slots / as directed by the Engineer-in-charge] of 75 mm. thickness including mixing, transporting, laying, spreading, consolidating, leveling, smooth finishing the all exposed faces, providing; fixing & removing necessary formwork curing properly, Providing and tying reinforcement Steel Bars for RCC pre-cast covers / slabs of approved quality [Fe-500 steel bars shall be confirming to the BIS 1786 - of the latest edition] sealing the joints in CM 1:2, Stacking of debris upto lead of 1000 mtrs. etc. complete all as per specification and as directed by the Engineer-in-charge at all locations. Note: 1] Providing and tying approved make reinforcement Steel will be measured & paid under Item No. 13. 2] Precast slabs cured properly & placed in position after 28 days from date of casting. |
| 22 | Providing, fabricating and erecting Mild Steel Structural items [of various thickness & sizes] such as channels, angles, MS pipes, GI Pipes, flats, plates and other approved sections etc. & transporting to the work spot(s) / place(s) including loading, unloading, cutting, fabricating the MS gates, fencing posts & struts, hand rails, angle frames, cattle traps, purlins, rafters, columns, beams & all other miscellaneous new & modification [to the existing structural steel works] and fixing / erecting the same in position as directed, approved quality of Hilty Bolts / anchor bolts shall used [if required], rate shall be inclusive of all required consumables & miscellaneous materials / things, providing & painting one coat of approved Primer of Asian Paints / Berger Make and Two coats of first quality synthetic enamel paint of Asian Paints / Berger Make, of approved shade / colour, MS Steel, Primer, Paint & Other all required materials which are going to be used for this work shall be confirming to the relevant BIS specification of latest edition, preparation of base properly, colleting & stacking the construction waste / dead debris & unwanted materials / things up to a lead of 1000 meters from the place of work etc., complete all as per specification, as per manufacturer\"s specification and as directed by the Engineer-in-charge at all locations and at all lifts / heights |
| 23 | Providing and fixing 4mm dia [to achieve outer dia 5mm] thickPVC Coated [of standard make and colour/shade-as per site requirement & as selected by engineer-in-charge] chainlink fabric fence of mesh opening 50 X 50 mm including reinforcing with GI wires [of 1st quality & of standard make] of 8 guage at top, middle and bottom [total 3 rows], fixing chain link mesh to the existing RCC / GI / MS Pipes / fencing posts & fencing struts using MS flats [20 X 6 mm. thick] and 8 mm. dia and 110 mm. long self threading screws [GI] with rounded head, GI chain link fence / fabric shall be confirming to relevant BIS specification of latest edition, including preparation of base, removing the existing [if any],providing; fixing & removing necessary staging / platform / ladder, collecting & disposing the generated waste, costruction waste up to a lead of 2000 meters from the place of work & cleaning the work area, etc. complete all as per standard & manufacturers technical specification, drawing [if any] and as directed by engineer-in-charge at all locations and at all lift / height. |
| 24 | Providing & laying NP3 Class, RCC, Hume Pipes of 300 mm dia.[of superior 1st quality, of standard make & confirming relevent BIS specification of latest edition] including lowering, levelling, aligning to the true line & level, jointing the Pipes in CM 1:2 using jute & cement slurry, making the joint/s fully water tight, curing,, providing; fixing & removing necessary staging / platform / ladder, preparation of base [before laying pipes] & jointing pipes, pipes shall be free from the cracks & any damages, collecting & disposing the generated waste, up to a lead of 2000mtrs. from the place of work & cleaning the work area,etc. complete all as per standard & manufacturers technical specification, drawing [if any] and as directed by Engineer-in-charge at all locations & lifts. |
| 25 | Providing and laying approved patterncement tiles in excavated trenches withproper levelling of sand course of total thickness 150mm thickthe tiles shall be of size 300 mm X 300 mm X 20mm thick of superior 1 st quality, of standard make and of shade/ colour as per site requirement & as selected by Engineer-in-charge , preparation of base by levelling, cleaning, curing, collecting & disposing the generated waste, construction waste up to a lead of 2000 meters from the place of work & cleaning of work area, etc. Complete all as per standard &manufactures technical specification and as directed by Engineer-in-charge at all locations and at all lift/height. |
| 26 | Providing and laying 4 core 2.5 sq mm power cable [Copper Armoured] with copper conducter 650/1100 V of superior 1 st quality, of standard make confirming to IS:7098(Pt-1) 1988andas per site requirement & as selected by Engineer-in-charge , preparation of base by levelling, cleaning, curing, collecting & disposing the generated waste, construction waste up to a lead of 2000 meters from the place of work & cleaning of work area, etc. Complete all as per standard &manufactures technical specification and as directed by Engineer-in-charge at all locations and at all lift/height. |
| 27 | Providing andLaying HDPE 2\" dia pipe of 3mm th, collecting Fibre Optic cables from dept. main store and laying it inside the HDPE 2\" dia pipe,in the excavated trenchesas per site requirement & as instructed by Engineer-in-charge , preparation of base by levelling, cleaning, curing, collecting & disposing the generated waste, construction waste up to a lead of 2000 meters from the place of work & cleaning of work area, etc. Complete all as per standard & manufactures technical specification and as directed by Engineer-in-charge at all locations and at all lifts/heights.Note: Only Fibre Optic cables shall be provided from Departmental Main store. |
| 28 | Supply of600 mm dia GI punched tape Concertina Coil [each coil weight shall not be less than 7.00 Kgs (+/- 5%) as per standard technical specification, as per drawing [if any], as per manufacturers standard technical specification and as directed by the Engineer-in-charge at all locations & at all heights & lifts. |
| 29 | Providing and fixing of wooden wall panelling over the GI channel gridwork, consisting of 12MM thick marine plywood, 4MM thick veneer with Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed: 1] The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 no. 2] Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs. 3] On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs. 4] On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time).The window edges/ wall corners shall be finished with teak wood beading and false ceiling border with POP moulding wherever damaged to be replaced. providing; fixing & removing necessary staging / platform / ladder , collecting & disposing the generated waste, costruction waste up to a lead of 2000 meters from the place of work & cleaning the work area, etc. complete all as per standard & manufacturers technical specification and as directed by Engineer-in-charge at all locations, lifts & heights. |
| 30 | Supply of FIS EM Plus 585S Chemical of585mlfor anchoringmake confirming to the relevant BIS specification of the latest editions and as directed by Engineer-in-charge |
| 31 | Supply of FIS AK Gun for 585mlChemical for anchoringmake confirming to the relevant BIS specification of the latest editions and as directed by Engineer-in-charge |
| 32 | Supply offully threaded Rod for chemical anchor with Nut and Washerof Fischer make confirming to the relevant BIS specification of the latest editions and as directed by Engineer-in-charge.Note: Test certificate shall be provided with anchor bolt. |
| 33 | RGM 10 x 130 |
| 34 | RGM 12 x 250 |
| 35 | RGM 16 x 300 |
| 36 | Supply of Mechanical Anchor with Nut and Washerof Fischer make confirming to the relevant BIS specification of the latest editions and as directed by Engineer-in-chargeNote: Test certificate shall be provided with anchor bolt. |
| 37 | FAZ II Plus 10 x 135 |
| 38 | FAZ II Plus 12 x 180 |
| 39 | FAZ II Plus 16 x 223 |
| 40 | Supply of30mm dia x 1635mm long foundation anchor bolt of5.6 grade as per IS 5624:1993 and hot dipped galvanized washer (01 nos) and nut (2 nos) as per IS:1367(Part-13), complete as per specificationand drawings and as directed by Engineer-in-chargeNote: Test certificate shall be provided with anchor bolt. |
