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| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in any Soft/ Loose Soil |
| 2 | 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 mtr and and lift upto 1.5 m, complete all as specified and as directed. |
| 3 | Rolling and consoilidating formation surfaces in cutting with 8 to 12 tonne power roller including filling in hollows and depressions complete all as specified and directed |
| 4 | M&L soling (or sub base), 200mm thick (spread thickness) with broken boulders or quarried stone,interstices filled surface formed and rolled and consolidated to requried gradient and camber with 8 to 12 tonne power roller completer all as specified and directedNote : Whereever soft / disintegrated rock is met with during excavation, soling is not required to be provided |
| 5 | M&L water bound macadam 150mm thick (compacted thickness ), with coarse aggregates of granite trap or basalt of grading 2 (63 to 40mm size ) or of grading 3 (50 to 20 mm size), spread rolled and consolidated to gradient and camber required with 8 to 12 tonne power roller complete all as specified and directed. |
| 6 | Removing excavated material / soil to adistanceexceeding 250m and not exceeding 500m depositing where directed at a level not exceeding 1.5m above the strting point complete all as specified and as directed. |
| 7 | M&L for preparing surfaces of un-surfaced WBM by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, applying evenly a priming/tack coat with using paving bitumen VG-10, @ 10 kg per 10 sq metre complete all as specified and as directed. |
| 8 | M&L for Premix bituminous macadam with using paving bitumen VG-30, as 4 % of total mix laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed. |
| 9 | M&L for providing bituminous premix asphaltic semidense concrete (design mix) 40mm consolidated thickness with 5.5% binder content by weight of total mix, with using paving bitumen VG-30 laid / spread uniformly by means of pavers over primed black top surfaces, rolled and compacted to required camber and gradient completewith 8 to 12 tonne power roller complete all as specified and as directed. |
| 10 | M&L for preparing bituminous surfaces of road and marking 1.25mm thick centre lines, stop lines, dashes, arrows etc and the like n.exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS-3262-1989 with special applicator machine all as per manufacturers instructions complete all as specified and directed. |
| 11 | S&F solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mmx125mmx25mm (shank 65mm) of high effciency mono rystafie solar panel 2.4V/0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc all as specified and directed. |
| 12 | S&F Cat eye solar reflective type of metal body alloy of size 100mmx100mmx 20mm with AMA striplens reflector of model no DA 972 OR EUIVELENTH IN OTHER MAKE Fixed with and including MS stud of suitable size completed as per manufactures instructions etc all as specified and directed. |
| 13 | M&L for Rough dressed sand stone slab flooring 40 mm to 50 mm thick laid drybut bedded, jointed and pointed in cement mortar 1:3 in vertical surfaces including excavtion and making good sufaces complete all as specified and directed. |
| 14 | Approved earth filling with approved soil brought from out side MD land, filling in trenches or paving laid in layers not exceeding 25 cm thick spread, levelled and rammed including watering etc complete all as specified and directed. |
| 15 | M&L for Moorum/Red Bajri filling 100mm thick in berms, laid in layers n.exc 15cm thick, spread, rolled, consolidated and levelled complete all as specified & directed. |
| 16 | Excavationin any type of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 17 | M&L for PCC 1:3:6 type C2 using 40 mm graded stone aggregates as in foundation. Filling and mass concretecomplete all as specified. |
| 18 | M &L for Brickwork with subclass \"B\"bricks, straright or curved on plan exc 6m mean radius built in Cement mortar 1:6including demolition of brick work or rubbled stone masonry including all qoins arches , pillars etc built in cement mortar complete all as specified and directed. |
| 19 | PCC (1:2:4) Type B1 using 20mm graded stone aggregates in kerbs/coping/bed plates and the like incl weathering, slightly rounded or chamfered angled and throating as directed |
| 20 | Rendering 15 mm thick in CM(1:4) on fair faces of bricks or concrete surface finished even smoth without extra cement all as specified. |
| 21 | S&F 450 mm bore reinforced concrete pipe class NP-2 conforming to IS laid to slope in trenches, jointed complete with collars complete all as specified and directed |
| 22 | Excavationin any type of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 23 | M/L for PCCtype D-21:4:8 using40mm graded stone aggregate infoundation, filling and mass concrete complete all as specified. |
| 24 | M&L random rubble masonry work brought up to course solidly hearted in cm (1:6) complete all as specified. |
| 25 | S&F PVC (SWR) pipe 110 mm bore in any length cutting and placing in postion as weep holes to retaining wall complete all as specified. |
| 26 | M & L for randam rubble mesonrylaid dry, brought to course and well bonded all as specified and directed |
| 27 | Approved earth filling with approved soil brought from out side MD land, filling in trenches or paving laid in layers not exceeding 25 cm thick spread, levelled and rammed including watering etc complete all as specified and directed. |
| 28 | Removal excavated material exe 50 mtr but n exc 250mand depositing where directed. |
| 29 | M&L of flush pointing to RR masonary walling brought upto course in CM (1:4) complete as directed. |
| 30 | M&L precast PCC (1:3:6), type C-1, using 20mm graded stone aggregate as in bond stones for stone walling etc setting in cement mortar 1:6 complete all as specified. |
