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| 1 | Clearing jungle, including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth up to 30cm measured at a height of 1m above ground level and removal of rubbish for all lifts and leads up to 1km outside the periphery of the area cleared, but within the premises of FACT. |
| 2 | Carrying out land survey for establishing existing ground levels and benchmarks along the proposed storm water drain route, for 6m width, by taking spot levels at 3m interval in both directions including marking all land features within 6m width and submission of survey drawing in CAD format. |
| 3 | Demolishing stone rubble masonry (dry rubble or random rubble in cement / lime mortar) manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material for all lifts and leads up to 1km outside the periphery of the area cleared, but within the premises of FACT as per direction of Engineer in-charge. |
| 4 | Demolishing cement concrete with or without reinforcement manually/ by mechanical means without separating the reinforcement and disposal of entire demolished material for all lifts and leads up to 1km outside the periphery of the area cleared, but within the premises of FACT as per direction of Engineer in-charge. |
| 5 | Demolishing brick masonry (clay or concrete in cement / lime mortar) manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material for all lifts and leads up to 1km outside the periphery of the area cleared, but within the premises of FACT as per direction of Engineer in-charge. |
| 6 | Dismantling existing rails and earthing connections from the sleepers by necessary means without damaging the rails and keeping the same at locations pointed out by Engineer in-charge and re-attaching the same to the sleepers after placement of pre-cast culverts in position, checking alignments and levels of the rails and making the tracks worthy of movement of locomotives and wagons. Work shall be carried out as per ‘Special conditions of contract for the maintenance of Rail siding’. Rates quoted for the length of rails (2 rails per track) dismantled shall include engaging specialised labour available at FACT, Tools and all other charges to complete the work as specified. |
| 7 | Removal of existing sleepers (all types) from their existing positions in track by necessary means and stacking at locations pointed out by Engineer in charge and re-laying the same in positions on compacted ballast and earth / sand for laying the rail tracks over them and repacking with ballast and sand / earth available at site (within 2kms), after laying the rails. Work shall be carried out as per ‘Special conditions of contract for the maintenance of Rail siding’. Rates quoted for the number of sleepers reattached shall include engaging specialised labour available at FACT, Tools and all other charges to complete the work as specified. |
| 8 | Earth work in open excavation in all kinds of soil including hard laterite not requiring blasting, by mechanical means (Hydraulic excavator) / manual means over large areas including getting out and disposal /stacking of excavated earth in for all lifts and leads up to 1km within the premises of FACT, as directed by Engineer in-charge. |
| 9 | Earth work in excavation in all kinds of soil including hard laterite not requiring blasting by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains, including dressing of sides and ramming of bottoms, keeping the sides from collapsing and bailing out water to keep the trenches dry for concreting, for lift up to 1.5m, including getting out the excavated soil, back filling after construction of foundation or trenches/drain, in layers of 200mm and compacting each layer with plate compactors or by other manual means and disposal of surplus excavated soil as directed, for leads up to 1km within the premises of FACT as directed by Engineer in-charge. Item measured on excavation with 30cm additional width all around the footing / sides of trenches or drains. Contractor shall do necessary pumping out of water in water-logged area and provide necessary shoring, sheet piling and planking in areas where there are chances of collapse of earth sides at no extra cost. |
| 10 | Extra for excavation beyond 1.5m depth but below 3.0 metres including, necessary pumping out of water in water-logged area and provide necessary shoring, sheet piling and planking in areas where there are chances of collapse of earth sides at no extra cost. |
| 11 | Filling or banking available excavated earth (excluding rock) in layers not exceeding 30cm in depth, consolidating each deposited layer by watering and rolling 8t/10t power rollers to 90% of maximum dry density, including conducting necessary filed and laboratory tests to ensure compaction of earth. |
| 12 | Filling or banking available excavated earth (excluding rock) in layers not exceeding 20cm in depth, consolidating each deposited layer by watering and compacting with vibratory plate compactors to 90% of maximum dry density, including conducting necessary filed and laboratory tests to ensure compaction of earth. |
| 13 | Providing and laying in position volume batched and machine mixed cement concrete of nominal mix 1:3:6 (1 cement: 3 coarse sand (Zone II or Zone III): 6 20mm nominal size graded hard granite broken stones) for cement concrete work, including all charges for mixing concrete, transporting, laying, compacting, finishing to level and slope, curing (with water and gunny bags as required or with approved curing compounds), etc. complete at all levels as per standard specifications including the cost of necessary shuttering as per the drawings / instructions of the Engineer in-charge. - for all works up to plinth level. |
| 14 | Providing and laying in position volume batched and machine mixed cement concrete of nominal mix 1:1.5:3 (1 cement: 1.5 coarse sand (Zone II or Zone III): 3 20mm nominal size graded hard granite broken stones) for cement concrete work, including all charges for mixing concrete, transporting, laying, compacting, finishing to level and slope, curing (with water and gunny bags as required or with approved curing compounds), etc. complete at all levels as per standard specifications including the cost of necessary shuttering as per the drawings / instructions of the Engineer in-charge. - for works at all levels. |
| 15 | Providing and laying in position Pre-cast RCC cover slabs made from machine mixed cement concrete of nominal mix 1:1.5:3 (1 cement: 1.5 coarse sand (Zone II or Zone III): 3 20mm nominal size graded hard granite broken stones) for cement concrete work, including all charges for mixing concrete, transporting, laying, compacting, finishing to level and slope, curing (with water and gunny bags as required or with approved curing compounds), etc. complete at all levels as per standard specifications including the cost of necessary shuttering as per the drawings / instructions of the Engineer in-charge. The slabs after gaining strength shall be transported to position by manual / mechanical means and placed in position and sealing gaps with cement mortar 1:4, as required for work at all levels. |
| 16 | Providing and laying in position machine mixed M-30 grade design mix cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including all charges for shuttering using planks, plates, spans and struts, mixing concrete in machine, transporting by hand or pumping, laying in position, compacting using needle vibrators, finishing to level and slope, curing (with water and gunny bags as required or with approved curing compounds), etc. including adding admixtures in recommended proportions as per IS: 9103 to accelerate or retard setting of concrete, improve workability without impairing strength and durability, but excluding the cost of reinforcement, as per direction of Engineer in-charge. (Note: - Cement content considered in this item is @ 350 kg/cum. Excess cement used as per design mix is payable separately) – for works at all levels. |
| 17 | Providing and laying in position Pre-cast RCC cover slabs made from machine mixed M-30 grade design mix cement concrete for reinforced cement concrete work, using cement content as per approved design mix, , including all charges for shuttering using planks, plates, spans and struts, mixing concrete, transporting by hand or pumping, laying in position, compacting using needle vibrators, finishing to level and slope, curing (with water and gunny bags as required or with approved curing compounds), etc. including adding admixtures in recommended proportions as per IS: 9103 to accelerate or retard setting of concrete, improve workability without impairing strength and durability, but excluding the cost of reinforcement, as per direction of Engineer in-charge. The slabs after gaining strength shall be transported to position by manual / mechanical means and placed in position and sealing gaps with cement mortar 1:4, as required (Note: - Cement content considered in this item is @ 350 kg/cum. Excess cement used as per design mix is payable separately) – for works at all levels. |
| 18 | Providing and laying in position Pre-cast RCC culverts of width and height less than 2m and length less than 3.5m (each weighing approximately 15MT), made as per structural drawings, from machine mixed M-30 grade design mix cement concrete for reinforced cement concrete work, using cement content as per approved design mix, , including all charges for shuttering using planks, plates, spans and struts, mixing concrete, transporting by hand or pumping, laying in position, compacting using needle vibrators, finishing to level and slope, curing (with water and gunny bags as required or with approved curing compounds), etc. including adding admixtures in recommended proportions as per IS: 9103 to accelerate or retard setting of concrete, improve workability without impairing strength and durability, but excluding the cost of reinforcement, as per direction of Engineer in-charge. The culverts after gaining strength shall be transported to position by manual / mechanical means and placed in position in line and levels with the drains using cranes of necessary capacity and sealing gaps with cement mortar 1:3, as required (Note: - Cement content considered in this item is @ 350 kg/cum. Excess cement used as per design mix is payable separately) Bidders may note that only one track will be available at a time for placement of pre cast culverts, and with in 24 hours of release of tracks, the tracks shall be made worthy for wagon operation after inserting the RCC culverts. All necessary machines including excavators, cranes, loaders etc. and skilled labour shall be made available for the work. There is no guarantee that the next track will be released immediately for placement of culvert and delay may be expected for release of next track. |
| 19 | Supplying and adding extra cement in the items of design mix, over and above the specified cement content therein. |
| 20 | Supplying, fabricating, conveying, and fixing reinforcement in position in RCC works at all levels with Thermo-mechanically treated (TMT), high yield strength deformed bars of Fe500D / Fe550D grade conforming to IS 1786 including all charges for uncoiling and straightening rods, cutting rods to required lengths, bending cold and placing in position by tying with 14-gauge black annealed MS binding wires with proper cover using cover blocks as per drawings. |
| 21 | Providing and fixing in walls / RCC, PVC pipes of 50 mm diameter(nominal) having a pressure rating of 6kg/cm2. |
| 22 | Providing and laying in position as per drawings and instructions of Engineer in-charge, factory made, properly cured pre-cast cement concrete solid blocks of required wall thickness, having a compressive strength not less than 5N/mm2 from approved manufacturer for all brick works below plinth level, using cement mortar 1:6 (mortar thickness 8-12mm) in proper line and levels and curing the work with water. For work at all levels. |
| 23 | Plastering with cement mortar 1:4, 12mm - 15mm thick, with approved water proofing admixtures, one coat floated hard and trowelled smooth, with a proper flush coat to get an even levelled surface without defects at required levels, slope and verticality, at all heights and depths including the cost of necessary scaffolding. |
| 24 | Structural steel work in single or built-up sections of grade Fe410 conforming to IS 2062 (channels, angles, beams, joists, plates and rods), including supplying, cutting, drilling holes as required, hoisting, fixing in position to lines and levels at all heights after cleaning thoroughly with power tools and painting including welding and/or bolting with special shaped washers etc. including cost of skilled/unskilled manpower, tools, materials, machinery, scaffolding etc. complete. Painting shall be carried out after cleaning the surface properly and applying two coats of ASIAN PAINTS RUSTOCAP (70 – 80μm) Product code 7040 or equivalent with a coverage of 7.5sqm per litre first coat dark grey and second coat light grey colour applied as per manufacturers specification etc. complete. |
| 25 | Applying one coat of exterior grade water thinnable cement primer of approved brand on plastered surfaces, applied as per manufacturers application specifications. |
| 26 | Engaging man helpers for cleaning works per day (8 hours /day). Please Enable Macros to View BoQ information |
