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| 1 | Civil Works |
| 2 | Excavation,loading,unloding and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc inter spread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specifacation and by the Engineer -in-charge within an initial lead of 1 km from the place of excavation complete |
| 3 | Excavation, loading and carriage by mechanical means in D.I. rock, laterite and soft rock not requiring blasting interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as directed by the Engineer-in-charge within an initial lead of 1km from the place of excavation complete |
| 4 | 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. |
| 5 | C.C of prop. (1:3:6) in foundation using 25mm. Size B.H.C.B chips of approved quality from approved quarry including lowering,laying concrete to required levels laid in layers not exceeding 150mm thick including cost and conveyance of materials, payment of royalties,DMF, EMF & additional charges, cost of all labour, tools & plants (T&P), handling, loading & unloading , other incidental charges required to complete the work in all respects as per the direction of the Engineer-in-Charge. |
| 6 | R.C.C. work of M-20 having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering including cost and conveyance of materials, payment of royalties,DMF, EMF & additional charges, cost of all labour, tools & plants (T&P), handling, loading & unloading , other incidental charges required to complete the work in all respects as per the direction of the Engineer-in-Charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. In Precast Slab |
| 7 | Labour for Conveyance of precast fencing post to placement in proper position and aligning & fixing in ground as directed including cost of all labour and T&P to complete the work in all respect as per direction of EIC. |
| 8 | 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 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. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire, Overlap & chair will not be considered for measurement.) |
| 9 | Supplying of G.I. barbed wire (2 ply) for fixing to posts by means of tying G.I. wire with cost of all materials, cost of staples, hook and tying wires including cost, conveyance of all materials, excluding cost of all labour, T&P etc. required to complete the work as per direction of EIC. (TATA WIRON Make) Only cost of Barbed wire only. |
| 10 | Labour for fixing barbed wire fencing and post by means of staples and straining hooks by means of tying with G.I. wire and including cost of staples, hooks and tying wires including cost of all labour, T&P etc. required to complete the work as per direction of EIC. (Labour only) |
| 11 | Providing and laying of boulder apron laid in wire crates of size (3mX1.5mX1.25m) each divided into 1.5m compartment by cross netting with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmX100mm mesh (woven diagonally) with Twist including 10 percent extra for laps and joints laid with granite boulders weighing not less than 25kg each as per drawing and technical specifications Clause 1301 MORD and as per direction of EIC. GI Wire of TATA make |
| 12 | Clearing shrub jungles uprooting stumps and small bushes including cost of all labour, T&P to complete the work in all respect as per direction of EIC. Please Enable Macros to View BoQ information |
