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| 1 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in hard/dense soilcomplete all as specified and as drected. |
| 2 | M&L for rolling by power roller exceeding 8 tonne but not exceeding 12 tonne and consolidatingformation surfaces in cutting complete all as specified and as directed. |
| 3 | M&L for150 mm spread thicknesssoling (or subbase) with broken boulders or quarried stone,interstices filled, surface formed androlling withpower roller exceeding 8 tonne and not exceeding 12 tonnecomplete all as specified and asdirected. |
| 4 | M&L for 150 mm thick in two layer (consisting of each layer 75 mm thick compacted thickness) WBM, with (garnite, trape or basalt)coarse aggregate of grading 2 (63 to 40 mm size) for first layer andgrading 3( 50 mm to 20 mm ) for second layer,spread, rolled and consolidated to gradient and camber required by usingpower roller exceeding 8 tonne and not exceeding 10 tonnecomplete all as specified andas directed. |
| 5 | M&L for preparation of unsurfaced water bound macadam top surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove allloose dirt etc and applying evenly a primer tack coat with bituminous primer using paving bitumen of grade VG-10 at10 Kg per 10 sqmcomplete all as specified and as directed. |
| 6 | M&L Providing bituminous premixsemi denseasphaltic concrete 30 mmconsolidated thickness with minimum5.5 % binder contentby weight of total mix, using paving bitumen VG-30using hot mix plant and laidby using mechanical paver, rolled and compacted with 8 to 10 tonne power roller to required camber and gradient complete all as specified and as directed.Note :- (i)Work shall be executed as perapproved design mix from NABLGovt approved lab /Govt Engg College as decided by GE.(ii) Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to the Government. |
| 7 | M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like not exceeding 10 cm wideon roads pavements with hot applied thermo plastic road marking paint (Retro reflective type) of approved colour confirmingto BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and as directed.Note:- (i)Road marking work shall be carried out in accordance with manufacture\"s instructions and as specified.(ii)ReferMORTH specification ofPara803.4.2.1 and 800.4.2.2 on bituminous surface in white colour or yellow colour and super imposed with glass beads confirming to BS 6088 and MORTH specificationPara 803.4.3.3 |
| 8 | S&F ofcat eye reflectiv type of metal body alloy of size 100mmx100mmx20mm with PAMA striplens reflector of model No DA 972.0 fixed with and including mild steel stud of suitable sizecomplete all as per manufacturer\"s instructioncomplete all as specified and directed. |
| 9 | S&F in replacement ofsolar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/0.3 watt one Nl-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10.000 to 18,000 mcd completed as per manufactures instructionscomplete all as specifed and as directed.Make:- Dark eye or Greenliteas approved. |
| 10 | M&L cement concrete 1:4:8 type D-2using 40 mm graded stone aggregate as in foundation, filling and mase concrete complete all as specified and as directed. |
| 11 | S&F 200 dia bore Reinforcedconcrete drain pipes, class NP-2laid and jointedin cement and sand mortar 1:1withcollors complete all as specified and as directed. |
| 12 | M&L for 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways of light traffic parking etc., of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and inlcuding 50mm thick compacted bed of coarse sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed. |
| 13 | M&L cement concrete 1:3:6 type C-2using 40 mm graded stone aggregate asin concrete bed to drain pipe including packing under, and haunching against the sides of pipe after they are layed and tested for 200mm bore pipecomplete all as specified and as directed. |
| 14 | Removing surplus soil to a distanceexceeding 250 mand not excceing 500 m and depositing where directed at a level not. exceeding 1.5 m above starting point complete all as specified and as directed . |
