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| 1 | M&L for excavating over areas, n exc 1.5m deep & getting out in soft / loose soil complete all as specifed and directed |
| 2 | Removing excavated material/soil to a distance n exc. 50m and depositing where directed at a level n exc. 1.5 mabove the starting point of Soil complete all as specified and as directed. |
| 3 | Forming embankments from available earth including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, well ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and as directed.Note:- (i) Excavated soil can be used retrieved from item No 01 above.(ii) Each layer to be compacted to achive dry density to 95% of Modified maximum Proctor Density as per IS 2720 Part - VIII |
| 4 | Rolling and consolidating formation surfaces in cutting/filling with Power roller exc 8 tonne and n exc 12 tonne to achive dry density to 95% of Modified maximum Proctor Density as per IS 2720 Part - VIII complete all as specified and as directed.Note:- The rates for rolling include for watering as necessary and consolidating to the required level, gradient or camber, keeping roller wheels wet, if required, filling in hollows and depressions etc. |
| 5 | M&L for 150mm thick (spread thickness), soiling (or sub base) with broken boulders or quarried stone of gauge 63mm to 90mm, interstices, filled surface formed and rolled and consolidating to reqd gradient and camber with 8-12 tonne power roller etc complete all as directed. |
| 6 | M&L for 75mm thick (Compacted thickness) WBM in two layers with course aggregate (lime stone ,sand stone,flint or quartzite) of grading 1 (63mm to 40mm size) or of grading 3 (50 to 20 mm size) spread, rolled to required gradient and camber etc complete all as specified and directed. |
| 7 | M&L for applying evenly a prime coat using paving bitumen VG-10 @ 10Kg per 10 Sqm over water bound macadam surface complete all as specified and as directed. |
| 8 | M&L for premixbituminous macadam using paving bitumen using VG-30, laid, rolled and compacted to required gradient and camber (consolidated thickness not exc 75mm) with binder content of 4% by weight of total mix etc complete all as specified and as directed. |
| 9 | Preparing Black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms & finally fanning the cleaned surface with gunny bages to remove all loose dirt etc complete all as specifed and directed. |
| 10 | M&L for Applying evenly a tack coat using paving bitumen VG-10 at 5 kg per 10 sq metre etc complete all as specified and as directed |
| 11 | M&Lfor bituminous premix asphaltic dense concrete 40mm consolidated thickness using paving bitumin VG-30 5.5% binder content by weight of total mixed, spread by mens of self propelled sensor spreader, rolled and compacted to required camber and gradient rolling as per SSR Part-I clause No 20B.4.7 etc complete all as specified and directed. |
| 12 | M&Lfor preparing bituminous surface of road and marking 2.5mm thick centre lines,stoplines,dashes,arrow etc. and the like n.exc 10 cm wide on road pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufactures instruction complete all as specified and directed. |
| 13 | Supply and fixingCat Eye solar reflective type of metal body alloy of size 100mmX100mmx20mm with PAMA striplens reflector of Model No DA 972.0 fixed with and incl MS stud of suitable size as per manufacture instructions complete all as specified and directed. |
| 14 | Supply and fixing metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC (1:2:4), type B1, (150x150x300mm) size etc complete all as specified and directed |
| 15 | M&L for continuous brick edgingwith burnt clay Old size bricks of sub class B with width equal to the depth of the brick, laid dry, on end at the required angle etc complete all as specifed and directed. |
| 16 | M&l for hardcore of Broken stone/boulders gauge n exc. 63mm, deposited, spread & levelled in layers n exc. 15 cm thick, watered & rammed to a true surface etc complete all as speciifed and directed. |
| 17 | M&L for 75 mm thick PCC(1:4:8), Type D-2, (using 40mm grade stone aggregate) as inin sub base, sub floors etc finishing surfaces of concrete even and rough to receive the topping layer etc complete all as specified and as directed by the Engr-in-Charge. |
| 18 | M&L for Sand filling under floors including watering and consolidation to receive interlocking paver block incl spreading, levelling in layers complete all as specifeid and directed. |
| 19 | M&L for machine pressed precast cement concrete interlocking paver blocking any shape and size conforming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment etc complete all as specifed and directed. |
| 20 | Dismantling floor, hearth or wall tilling including cement mortar being (but not backing), and rubbish throw off the premises etc complete all as specified and directed. |
| 21 | M&L for pavement floor vitrified tiles of size 300x300x10 mm thick(Endura tiles of Johnson or equivalent make) set, jointed and pointed in neat cement slurry and pointed with grey cement and pigment to match the colour of tiles including 15 mm thick screed bed or bedding layer in CM (1:4) for laying of floor etc complete all as specified and directed. |
| 22 | Returning, filling in with soil including spreading, levelling, watering and well ramming in layers not exc 25 cm thicketc complete all as specified and as directed. |
| 23 | M&L for PCC (1:2:4) type D-2 (using 40 mm graded crushed stone aggregate) as in foundation filling and mass concrete/haunching to pipe etc complete all as specified and as directed. |
| 24 | M&L for Walling of random rubble, uncoursed, well bonded, beddd and solidly hearted, built in CM (1:6) etc complete all as specified and as directed. |
| 25 | M&L forRaised pointing to random rouble masonry or polygonal rubble, uncoursed or brought upto courses in CM (1:4)etc complete all as specified and as directed. |
| 26 | M&L forproviding precast cement concrete (1:3:6),Type C-1,(using 20 mm graded stone aggregate) for lintels bressumers, steps, quoin blocks(for use with masonry), string courses, copings kneelers, apex,stones, pier caps columns, posts, boundary pillars bed plates, pintle blocks anchorage blocks, bond stone etc including required formwork and set in cement mortar (1:6) etc complete all as specified and as directed |
| 27 | M&L for providing PCC(1:2:4), Type B1 (using 20 mm graded stone aggregarte) as in copings including required formwork etc complete all as specified and as directed |
| 28 | S&F PVC pipe 110 mm dia for weep whole complete all as specified and as directed |
| 29 | M&L for hand packing of broken stone or boulder of walls for back filling of weep whole complete all as specified and directed. |
| 30 | M&L for wire netting of galvanised steel wire 0.91 mm dia and site of mesh 25 mm fixed with tinned tacks of wire staples etc complete all as specified and as directed. |
| 31 | Demolition of Brickwork or stone/boulder masonry, built in CM or cement lime mortar including all quions, arches, pillars etc, but excluding ashlar facings, dressed stonework & precast concrete articles etc complete all as specified and as directed. |
| 32 | M&L for formwork to soffits of slabs n.exc200 mm thick rough finishedsurface of flat concrete etc complete all as specified and as directed. |
| 33 | M&L for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.90mm dia or securing with clips etc complete all as specified and as directed. |
| 34 | M&L for RCC M-25 (Design Mix) (using 20mm graded stoneaggregarte) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like etc complete all as specified and as directed. |
| 35 | Sch \"A\" Part-II (SCHEDULE OF CREDIT)Note :- Amount of Rs.1021.00 indicated in Tender Documents as Schedule of Credit shall be deducted from the total quoted amount of BOQ. |
