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| 1 | Excavation in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead up to 1000 mtrs, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. |
| 2 | Earth work in Ordinary soil (De-Silting ) by Mechanical Means with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m as per direction of EIC. |
| 3 | Construction of embankment with approved material obtained from excavated materials with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirementas per clause-305 of MoRT&H Specifications for Road & Bridge works (5th Revision) |
| 4 | Disposal of excess earth by mechanical means / manually including cost of loading, unloading, transporting & spreading to a level surface complete in all respects including cost of all labour, tools & plant etc. to complete the work as per direction of EIC. Upto 5 KM |
| 5 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction & clause 305 of MoRT&H specification for Road & Bridge (5th revision) |
| 6 | Rough stone dry packing in aprons and revetments and stone pitching in slopes with hard stonepicking up locally scattered stone of size 30 cm and above as per approved drawing and Clause 2504of MoSRT&H Specifications for Road & Bridge works (5th Revision).(without cost of stone) |
| 7 | Supplying & LayingSand filling in base and side slopes beneath HDPE with river sand, well watered, rammed including cost, conveyance, royalties of materials, cost of all labour and T&P required for the work etc. complete as per direction of EIC. |
| 8 | C.C. of prop. (1:3:6) in foundation using 40 mm. size broken hard granite metal of approved quality from approved quarry including lowering, laying concrete to required levels laid in layers not exceeding 150mm thick including cost, conveyance, royalties of all materials, watering and curing and cost of all labour, T&P required for the work etc. compleete as per direction of EIC. |
| 9 | Fly ash brick masonry in C.M.(1:6) after immersing the bricks having minimum crushing strength of 75 Kg/Cm2 in water for 24 hours having size of 23cmx11cmx8cm in foundation & plinthwith ornamental molding and other similar type of works with all necessary projections, splays corbelling, cutting, champering, including cost conveyance, royalties of all materials, cost of all labour, T&P required for the work etc. compl. in all respect as per direction of EIC within 4.50m below GL |
| 10 | Fly ash brick masonry in C.M.(1:6) after immersing the bricks having minimum crushing strength of 75 Kg/Cm2 in water for 24 hours having size of 23cmx11cmx8cm in foundation & plinthwith ornamental molding and other similar type of works with all necessary projections, splays corbelling, cutting, champering, including cost conveyance, royalties of all materials, cost of all labour, T&P required for the work etc. compl. in all respect as per direction of EIC beyond 4.50m below GL |
| 11 | 12mm (1/2\") thick cement plaster (1:6) for finished smooth to masonry surface of brick walls after racking out the joints including watering and curing etc. comp. with cost conveyance, royalty of all materials and cost of all labour, T&P scaffolding required for the work complete as per the direction of EIC. within 4.50m below GL |
| 12 | 12mm (1/2\") thick cement plaster (1:6) for finished smooth to masonry surface of brick walls after racking out the joints including watering and curing etc. comp. with cost conveyance, royalty of all materials and cost of all labour, T&P scaffolding required for the work complete as per the direction of EIC. beyond 4.50m below GL |
| 13 | R.C.C M-20 grade concrete with20mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work comp. in all respect, excluding cost of reinforcement, binding wires and labour charges for bending, binding and tying the grills in Wall |
| 14 | Reinforcement for RCC work including straightening, cutting, bending, placing in position HYSD and binding all complete. lifting and placing in position as per design complete including cost of bars , binding wires , including cost of all materials, labour, conveyance, loading and unloading, sundries, tools and plants, etc. complete as per the direction of the Engineer-in-charge. (linear measurement will be taken and quantity will be calculated on standard weight for all heights) -Thermo Mechanically Treated bars |
| 15 | Random rubble masonry using locally picked up boulder in cement mortar (1:6) of size not less than 0.025 cum including cost of all labour, scaffolding and cost. conveyance of all materials and T&P etc. required for the work etc. comp in all respect as per specification and direction of EIC |
| 16 | 20mm thick cement plaster (1:6) on stone work smooth surface including watering and curing etc complete with cost, conveyance, royalty and taxes of all materials and cost of all labours, T&P, scaffolding required for the work complete as directed by EIC (Up to 1.5m. Depth from G.L) |
| 17 | 20mm thick cement plaster (1:6) on stone work smooth surface including watering and curing etc complete with cost, conveyance, royalty and taxes of all materials and cost of all labours, T&P, scaffolding required for the work complete as directed by EIC (Below 1.5mtr. From G.L) |
| 18 | 20mm thick cement plaster (1:6) on stone work smooth surface including watering and curing etc complete with cost, conveyance, royalty and taxes of all materials and cost of all labours, T&P, scaffolding required for the work complete as directed by EIC (Below 4.5mtr. From G.L) |
| 19 | Supplying all materials labour T&P for laying in bed of pond with 250 GSM double layer HDPE lining of Supreme SILPAULIN as per IS 14611-2016 with hot moulding in joints. The work should be carried out by company authorized technician and submitted the test certificate from M/s CIPET confirming to IS specification and BSI Certificate. The agency should produce the warranty certificate from manufacturer before payment. The work should be completed in all respect including cost of all materials, T&P to complete the work in all respect as per direction of EIC. |
| 20 | Supplying,fitting,hoisting, joist, M.S.Angle trusses of required span, purlines of required size and placing in positionincluding cost of nut &bolts, cement concrete and all other materials required for the work, cost of all labour, T&P etc.complete as per specification drawing & direction of EIC. |
| 21 | Providing and painting two coats with synthetic enamel paint over a coat of primer to iron work of approved quality and approved shade confirmming to ISI on steel work to give an even shade in all floors at all height over a coat of primer of approved quality and shade including sand papering and making the surface smooth with cost, coveyance, loading and unloading, of all materials, cost of all labour, sundries, T&P, scaffolding etc. required for the work and complete in all respect as directed by Engineer-in-charge. |
| 22 | Supplying and laying RCC hume pipe of 600mm dia NP4 concrete pipes for culvert bedding PCC M-20 grade (Cast-in-situ) mechanically mixing, vibrating, centering & shuittering using tools and plants equipments & mechinary complete in single / multiple rows including fixing and jointing cement mortar (1:2) and jute fibre if required complete as per drawing and techincal specification section 2900 and clause of MoRT&H specifications for Road and Bridge (5th Revision) and as per direction of EIC. |
| 23 | C.C. of prop. (1:2:4) in allfloors using 12mm (1/2”) size hard crusher broken granite chips of appd. Quality from appd. quarry including centering, shuttering to wall side & lowering, laying, concrete, watering and curing etc. comp. to required levels laid in layers not exceeding 150mm thick including cost, conveyance, royalties of all materials and cost of all labour, T&P required for the work etc. complete as per direction of EIC |
| 24 | Supplying, fitting and fixing of 2 ply barbed wire fencing by means of staples and hooks and fixed with MS post of 65x65x6mm of 5\"-0\" height with PCC (1:2:4) including of excavation, masonry work and other finishing work for an area of 12\"-0\" x 12\"-0\" size including cost of all materials, T&P to complete the work in all respect as per direction of EIC. (Barbed wire of TATA WIRON to be used) |
