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| 1 | \"Notes: (i) Please refer Schedule \"A\" Notes given on serial page No. 22 to 25 of tender documents.(ii) Unless otherwise specified earth work and excavation shall be measured and paid separately for schedule \"A\"under item No. 2 |
| 2 | Excavation and Earth work |
| 3 | Excavation over areas not exceeding 1.50m deep and getting out in soft/loose soil all as specified and directed. |
| 4 | Excavation in trenches n.exc 1.5m wide and not exceeding1.50m in depth for foundation, etc for shafts, wells, cesspits, manholes, pier holes etc not exc 10 sqmon plan and n.exc 1.50m in depth and getting out all in soft/loose soil allas specified and directed. |
| 5 | Returning filling in including spreading, levelling, watering and well ranning in layers not exceeding 25 cm all as specified anddirected. |
| 6 | Removing excavated materials soil to a distance not exc 50m and depositing where directed at a level n.exc 1.50 m above the starting point complete all as specified and as directed. |
| 7 | Surface dressingn.exc 15cm deepin soft /loose soil and getting out allas specified and directed. |
| 8 | Moorum/red bajri filling in berms, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering allas specified and directed. |
| 9 | Protective, Culvertand Area Drainage Works |
| 10 | M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate asin foundation filling and mass concrete complete all as specified & directed.cutting/ original ground only) to required camber and gradient etc, including watering before or during rollingcomplete all as specified and directed. |
| 11 | M&L for Walling of random rubble stone masonry, brought upto coursewell bonded, bedded and solidly hearted, built in Cement mortar 1:4including providing weep holes complete as specified and directed.Note : -Deduction of volume occupied by PCC bond stone shall be made and payment of stone masornry will be made for net measurement only. |
| 12 | Extra over stone walling of Granite or Trap stone for hammer dressing to face stones and dressing of face beds with maximum depression of 40mm and joints, as specified, of random rubble walling, uncoursed or brought upto courses complete all as specified and directed |
| 13 | M&L for providing, cement Type B1 1:2:4using 20mm stone aggregate as in copings, kneelers, apex stones, bed plates and the like including weathering, slightly rounded or chamfered angles and throating, as directed concretecomplete all as specified and as directed. |
| 14 | M&L for pre-cast cement concrete type C-1 1:3:6 (20mm graded aggregate) bond stone with solid blocks exc 10cm in width and set in CM 1:4 complete as specified and directed. |
| 15 | M&L stone/Boulder filling, laid dry, hand packed tightly, around weep holes complete all as specified and directed. |
| 16 | S & F PVC (SWR) pipes type AISI marked single socketed in any length with rubber ring joints fixed to walls, 110 mm dia complete all as specified and directed. |
| 17 | M&L for PCC 1:3:6 type C2 using 40 mm graded stone aggregate asin foundation filling and mass concrete complete all as specified & directed.cutting/ original ground only) to required camber and gradient etc, including watering before or during rollingcomplete all as specified and directed. |
| 18 | M & L for raised pointingto random or polygonal rubble, uncoursed or brought upto courses inCM 1:3 complete as specified and directed. |
| 19 | M & L for flush pointingto random or polygonal rubble, uncoursed or brought upto courses inCM 1:3 complete as specified and directed. |
| 20 | Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extracement, including forms,moulds, mi- tred/stopped ends etc all as specified and directed. |
| 21 | M & Lfor broken stone or boulders hardcore of gauge n exc 63mm, deposited, spread and levelled in layers not exc 10cm thick, watered and well rammed to a true surface complete all as specified and directed. |
| 22 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, exceeding 200mm thick all as specifiedand directed. |
| 23 | Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping and similar works all exceeding 20cm all as specifiedand directed. |
| 24 | TMTsteel 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 the including mild steel wire (annealed) not less than 0.9mm dia or securing with clipscomplete all as specified and as directed. |
| 25 | M & L for reinforced cement concrete (design mix) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies , canopies, deck slab and in shelves and like in concrete M-30 (20 mm graded aggregate) complete all as specified and as directed. |
| 26 | M & L for Brick work with sub class \"B\" bricks , straight or curved on plan exc 6 mtr mean radius built in CM (1:4) complete all as specfied and directed. |
| 27 | M & L for rendering 15mm thick inCM (1:4) on brick masonry surfaces finished even and smooth without using extra cement complete all as specified. |
| 28 | M & L for three coat of white wash on newly plasterd surface including preparation of surface on wallsrendering 15mm thick inCM (1:4) on brick masonry surfaces finished even and smooth without using extra cement complete all as specified. |
| 29 | M&LReinforced concrete hume pipes of size 600mm dia, class NP-2, laid and jointed complete with collars fixed with cement complete all as specified and directed. |
| 30 | M&LReinforced concrete hume pipes of size 450mm dia, class NP-2, laid and jointed complete with collars fixed with cement complete all as specified and directed. |
| 31 | Road Works |
| 32 | Scarifying or picking gravelled macadam or bituminous macadam surfaces in area exceeding 400 sqm for depth exc 50mm and not exc 100mm all as specified and directed. |
| 33 | Scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exceeding 50 sqm for depth exc 50mm and not exc 100mm all as specified and directed. |
| 34 | Rolling and consolidation formation surfaces in cutting with 8 to 12 tonne power roller complete all as specified and directed. |
| 35 | M&L 75 mm thick (compacted thickness) WBM, with coarse stone aggregate (Granite, trap or Basalt) of grading 2 (63 to 40mm size) spread, watered, rolled with 8 to 12 tonne power roller and consolidated to required gradient and cambercomplete all as specified and directed. |
| 36 | M&L 100 mm thick (compacted thickness) WBM, with coarse stone aggregate (Granite, trap or Basalt) of grading 2 (63 to 40mm size) spread, watered, rolled with 8 to 12 tonne power roller and consolidated to required gradient and cambercomplete all as specified and directed. |
| 37 | M&L for sand filling under paving block including watering and consolidation under ILCBcomplete all as specified and directed. |
| 38 | M&L for Wet mix macadam 75mm thick(Providing, laying, spreading and compacting) graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mix materials by tipper to site, laying in uniform layer with paver in Sub base /base course on well prepared surface and compacting with vibratory roller to achieve the desired density.complete all as specified and directed. |
| 39 | M&L for Interlocking Concrete Blocks (ILCB) of size 225x112x200mm thick with grade of cement concrete M-50 design mixcomplete all as specified and directed. |
| 40 | M&L forManufacturing, supplying and fixing retoreflective regulatory signboard of size 900mm dia metre made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro-reflective sheeting as approved by Garrison Engineer.Letter, symbols, borders etc will be as per IRC-67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S frame of angle iron of size 40x40x4 mm.The boards will be fixed to50x50 mm square post( 01 No)made of M.S angle 50x50x4mm, 4m long welded to the frame with adequate anti-theft arrangement. Sheet work to be painted with two or more coat of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects including fixing with PCC block of suitable size, excavation and earth work complete all as specified and directed. |
| 41 | M&L for providing, plain cementconcrete Type A1, 1:1.5:3using 20mm stone aggregatecast in situ as in in lintels upto 1.5m clear span, cills, and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or hamfered angles and throating, as directed and necessary form work, complete all as specified and as directed.Note :-The size of kerb shall be minimum 200mm wide and 450mm high |
| 42 | M&L for 40mm thick rough dressed sand stone slab flooring, laid dry but jointed and pointed in cement mortar 1:3 complete all as specified and as directed.Note :-The stone flooring shall be laid to the location as decided by GE |
