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| 1 | Civil works |
| 2 | Cleaning & grubbing road land including uprooting rank vegetation, grass, bushes, shurbes,sapling and trees girth upto 300mm removal of stumps of trees cut earier and disposal of unsevicable materials and stacking of servicable materials to be used up to lead of 1000 meters including removal and disposal of top organic soil not exceeding 150mm thickness and as per direction of EIC. |
| 3 | Excavation, loading, unloading and carriage by mechanical means of all kinds soil including stoney earth, gravel and moorum etc. interspread with boulder upto 1/2 Cum size with all lifts and delifts including trimming of slopes and bed upto design section and depositing the excavated materials away from work site as per specification and as directed by the Engineer-in-charge within initial lead of 5 Km from the place of excavation complete. |
| 4 | Excavation of foundation in laterite rock or any hard rock (other than granite or disintegrated rock) removed by chiseling including dressing and leveling the bed not exceeding 1.5m in depth and depositing the soil within initial lead of 50m and as per specification approved by the Department & as per direction of Engineer-in-charge. |
| 5 | Earth work in excavation of foundation trenches in all kinds of soil including moorum, stony earth and earth mixed with boulders (except sheet rocks and boulders requiring for blasting) including dressing and leveling the bed up to the required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P shoring and shuttering and dewatering if required etc. comp. as directed by EIC. |
| 6 | Filling foundation and plinth 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. |
| 7 | P.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. comp as per direction of EIC. |
| 8 | Fly ash brick masonry in C.M.(1:6) having minimum crushing strength of 75 Kg/Cm2 and size of 25cm x 12cm x 8cm in foundation & plinth with ornamental molding and other similar type of works with all necessary projections, splays corbelling, cutting, chambering, 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. |
| 9 | 12mm (1/2\\") thick cement plaster (1:6) for finished smooth 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. |
| 10 | Supplying and spreading sand of approved specification for filter in rock toe riprap and filter drains in earth dam and dyke to proper slope and level within an initial lead as directed by the Engineer-in-charge. |
| 11 | 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 requirement as per clause-305 of MoRT&H Specifications for Road & Bridge works (5th Revision) |
| 12 | P.C.C M-15 grade concrete with 20mm & 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 in Sub and Super structure. |
| 13 | 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 1461 1-2016 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 roduce 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. |
| 14 | R.C.C M-20 grade concrete with 20mm & 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 footing and foundation. |
| 15 | R.C.C M-20 grade concrete with 20mm & 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. |
| 16 | R.C.C M-20 grade concrete with 20mm & 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 slab. |
| 17 | Supplying HYSD bars of approved quality size and grade and cutting, bending, binding and tying the grills in proper position as required for the RCC work in all floors, including cost, conveyance of HYSD bars Fe500 and above including binding wires of 18 to 20 gauge and cost of labour,T & P and other materials complete in all respact as directed by the EIC. |
| 18 | Weather coat two coats of approved brand and shade over a coat of primer over exterior surface of wall exposed to weather including cost of brush, scaffolding, staging charges with cost, conveyance of all materials, cost of all labour, T&P etc. complete as directed by EIC. (Weather coat should of ICI/Berger/Asian is to be used). |
| 19 | Providing and laying of boulder wall laid in wire crates of size 3m x 1.50m x 1.25m each divided in to 1.5m compartment by cross netting with 4mm dia G I wire (Make -TATA WIRON) conformity to IS-1280 and IS: 4826 in 125mm x 125mm mesh (woven diaagonally) with double twist including 10 percent extra for laps and joints laid with hard broken granite stone boulders weighing not less than 25 Kg each as per drawing and technical specification clause 1301 MoRD and as per direction of EIC. (Excluding the cost of stone boulders) |
| 20 | Carriage of earth by mechanical means with cost of all lead & lift upto 5 km including cost of all labour, T&P etc., comp. as per direction of EIC. |
| 21 | Providing weep holes in abutment, wall of RCC catch pit, retaining wall, toe wall and breast wall etc with 110mm dia PVC pipe, extending length full width of the structure with slope of1V:20H towards drawing force complete as per approved drawing and technical specification including cost of all materials cost of all labour, T&P required to complete the work as per direction of EIC. |
| 22 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick with lettering supported on SS pipe of 2\\" dia firmly fixed to the ground by means of properly designed foundation with M20grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing place idedification retro reflectorised signage as per IRC 67/2012 etc complete. (cautionary, mandatory and informatory signage of size 6'x4' size ) Please Enable Macros to View BoQ information |
