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| 1 | Rough excavation not exceeding 1.5 m deep and getting out and getting out in hard dense soil complete all as specified and directed. |
| 2 | All as per item No 01 here-in-before but exc 1.5m and n exc 3.0 m in depth |
| 3 | All as per item No 01 here-in-before but exc 3.0m and n exc 4.5 m in depth |
| 4 | Excavating over areas, n exc 1.5 m deep and getting out in hard dense soil complete all as specified and directed. |
| 5 | M&L for PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in foundation, filling, mass concrete, beds of poles streets and stays complete all as specified and directed. |
| 6 | M&L for walling of random rubble stone masonry built in Cement Mortar (1:4), uncoursed, well bonded, bedded and solidly hearted including providing weep holes as directed, complete as specified and directed. |
| 7 | M&L for providing precast cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate in window or door cills, 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, ancho-rage blocks, bonders (for stone walling) corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar 1:4 complete with joints to match, complete all as specified and directed. |
| 8 | M&L for extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified of random rubble walling, uncoursed or brought upto courses with maximum depression on face from straigth edge held against the dressed surafce n exc 20mm, for granite or trap stone, complete all as specified and directed. |
| 9 | M&L for cement concrete (1:2:4) type B-1 using 20mm graded stone aggregates as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed etc complete all as specified and directed. |
| 10 | M&L for raised pointing to random or polygonal rubble, uncoursed or brought upto course in CM (1:3), uncoursed or brought upto coarse complete all as specified and directed. |
| 11 | S&F of PVC (SWR) pipes, type A, ISI marked, single socketed in any length with rubber ring joints as in weep holes, 110 mm dia complete all as specified and directed. |
| 12 | M&L for returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm in any type of soil complete all as specified and directed. |
| 13 | M&L for boulder filling dry, hand packed tightly as in vertical bunds with stoping faces, complete all as specified and directed. |
| 14 | 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 directed. |
| 15 | Removing excavated materials soil to a distance exc 250m but not exc 500m and depositing where directed at a level n.exc 1.50 m above the starting point complete all as specified and directed. |
| 16 | Excavating in trenches in hard/dense soil not exceeding 1.50 m wide and not exceeding 1.50 m in depth for foundation,etc or for shafts, wells cesspits, Manholes, pierholes etc not exceeding 10 Sqm on plan and not exceeding 1.50 m in depth and getting out complete all as specified and directed. |
| 17 | Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed. |
| 18 | Demolition and breaking up drain 200mm pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete all as specified and directed. |
| 19 | Demolition cement Concrete in ground floors and pavings n exc 15 cm thickness but above ground floors complete all as specified and directed. |
| 20 | M&L for cement concrete (1:2:4) type B-2 using 40mm graded stone aggregates as in sub base & surface channels,inside manholes, drains, etc including necessary form work complete all as specified and directed. |
| 21 | M&L for Brick work with sub class ‘B’ bricks straight or curved on plan exceeding 6m mean radius built in cement mortar (1:6) complete all as specified and directed. |
| 22 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds, mitred/ stopped ends etc complete all as specified and directed (NOTE : Inner girth to be measured only). |
| 23 | M&L for concrete bed to drain pipes 200 mm bore in PCC (1:4:8) type D2 (using 40 mm graded crushed stone aggregate) bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested including forming cradles complete all as specified and directed. |
| 24 | Material & Labour for Reinforced concrete pipes, class NP-2, 200 mm bore, with and including collars laid in trenches and jointed complete all as specified and directed. |
| 25 | M&L 10mm thick cement plaster in cement mortar (1:4) on fair face of brick or concrete surface,surface finished even and smooth (without using extra cement) complete all as specified and directed. |
| 26 | M&L for mild steel TMT bars 10 mm dia and over cut to length , bent to shape required , including cranking, bending spirally for hooping for column , hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. |
| 27 | M&L for Framed work such as grills, gratings, etc with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed. |
| 28 | Cutting into existing bituminous road/PCC footpath and making good the disturbed surfaces with bitumen road materials soLing, WBM, bituminous carpet etc/ pcc 1:2:4 type B-2 for appx 4-6 mtr length and any size of bredth and depth complete all as specified and directed. Please Enable Macros to View BoQ information |
