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| 1 | Carrying out initial load testing on 450mm dia, 16m deep piles of following test all as per IS complete all as specified and as directed including necessary anchoring and support piles of suitable load/size to be casted as required complete all as specified and as directed |
| 2 | Compression Test |
| 3 | Pull out Test |
| 4 | Lateral Test |
| 5 | Carrying out routine load testing on 450mm dia, 16m deep piles of following test all as per IS complete all as specified and as directed including necessary anchoring and support piles of suitable load/size to be casted as required complete all as specified and as directed |
| 6 | Compression Test |
| 7 | Pull out Test |
| 8 | Lateral Test |
| 9 | Carrying out pile integrity testing on following dia piles all as per IS complete all as specified and as directed:450 mm dia and 16 m deep complete all as specified and as directed |
| 10 | M&L for Dewatering of existing pond complete all as specified and as directed by engr in charge |
| 11 | Earth work in excavation by mechanical means(Hydraulic excavator) means over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5mto 3 m , as directed by Engineer-incharge (All kinds of soil) |
| 12 | Earth work in excavation by mechanical means(Hydraulic excavator)means over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto50 m and lift from 3.00 m to 4.5m , as directed by Engineer-incharge (All kinds of soil) |
| 13 | M & L PCC(1:2:4) Type B2 nominal mix as in foundation filling and mass concrete complete all as specified and as directed |
| 14 | M&L for Boring for 450mm dia Bored cast in situ piles 16 metres in soil and getting out and disposal ofspoil to a distance 50 metres using DMC method (Direct mud circulation) complete all as specified and as directed |
| 15 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in all kinds of soil complete all as specified and as directed |
| 16 | M&L for Chipping of laintenance concrete of pile and disposal of spoil to a distance 50 metres all as specified and directed |
| 17 | Supply of locally available approved earth, spreading, leveling in layers n exc. 25 cm thick; watering, ramming/rolling with mechanical rollers n.less than 8T. compaction shall be done at OMC to a specified percentage of standard proctor density not less than 95% complete all as specified and as directedNOTE: (a)Locally available earth required from the item shall be supplied by contractor from out side MOD land at his own arrengement. (b) All cost of procurement or earth including cost of transportation, royalities, taxes etc shall be deemed to be included in the unit rate quoted by the contractor. (c) The earth supplied shall be used for filling. Finished embankment/ travers of filled earth consolidated/ compacted shall be considered for measurement purpose and volume shall be calculated based on these measurements. Also a 5% (five percent) deduction from calculated volume shall be made in terms of clause 3.6 of MES Sch Part-II to allow for inclrease in bulk. |
| 18 | M & L Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed |
| 19 | M & L Rcc- M-30 (Design Mix) Using 20mm Graded crushed Aggregate for Foundations, includingrafts, footings, foundation,beams; plinth beams; basesfor columns, etc. basement,slabs, under-reamed pilesand mass concrete complete all as specified and as directed |
| 20 | M&L for Form Work For Rough Finished Surfaces Of Concrete Measured flat For Foundation complete all as specified and as directed |
| 21 | M&L for TMT Bars (Fe 500D) 10 mm dia and over, cut to length, bent to shape required including cranking, bending and binding with and including Mild Steel Wire (annealed) not less than 0.90 mm, complete all as specified and as directed. |
| 22 | M & L for RCC M-30 (Design Mix) Using 20mm Graded crushed Aggregate For RCC Wall complete all as specified and as directed |
| 23 | M&L for Form Work For Rough Finished Surfaces Of Concrete Measured Flat For Wall Flat Surfaces complete all as specified and as directed |
| 24 | M&L for Rendering 20 mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished even and smooth (without using extra cement) complete all as specified and as directed |
| 25 | M&L for Finishing with Epoxy paint on concrete surfaces (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete all as specified and as directed |
| 26 | M&L for Surface dressing and Jungle Cutting not exceeding 15 cm deep and getting out in any type of soil including levelling and removing of excavated earth complete all as specified and as directed. |
| 27 | Removing excavated material n exc 50 M & depositing where directed at a level n exc. 1.50m above the starting point in soil complete all as specified and as directed. |
| 28 | M&L for hardcore of broken stone or boulders gauge n exc 63mm, deposited, spread and levelled in layers n exc 15cm th, watered and rammed to a true surface, complete all as specified. |
| 29 | M&L for PCC 1:4:8 type D2 (40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed. |
| 30 | M&L Pavement quality cement concrete (PQC) in pavement/ hard-standing of flexural strength 40kg/per square centimetre in field using 400 kg of cement per cubic metre, complete all as specified and directed. |
| 31 | M &L for Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’,Thickness of concrete slab in 250 mm all as completed as specified. |
| 32 | M&L for Forming Contraction (Dummy) joints 75 mm deep x 10mm wide, filled with sealing compound Grade 'B' complete all as specified and directed. |
| 33 | M & L for Fly ash Brickwork subclass 'B' bricks, straight or curved on plan 6m mean radius in CM(1:6) complete all as specified and directed. |
| 34 | M&L Rendering 15mm thick in CM (1:4) on fair faces of brick/concrete wall surface and finished the surface even and smooth without using extra cement complete all as specified and as directed. |
| 35 | M&L for preparation of new surfaces and applying three coats of white wash on new surface complete all as specified and directed. Please Enable Macros to View BoQ information |
| 36 | M&L for preparation of new surfaces and applying three coats of white wash on new surface complete all as specified and directed. Please Enable Macros to View BoQ information |
