|
| 1 | Surface excavation not exceeding 30cm deep and averaging 15cm deep & getting out in hard & dense soil complete all as specfied and directed. |
| 2 | Excavation over areas n. exc 1.5m deep and getting out in soft/loose soil complete all as specified and as directed. |
| 3 | Excavation over areasexc 1.5m and not exceeding 3.00m deep andgetting out in soft/loosesoil complete all as specified and as directed. |
| 4 | Excavation over areas n. exc 1.5m deep andgetting out in hard/ dense soil complete all as specified and as directed. |
| 5 | Excavation over areasexc 1.5m and not exceeding 3.00m deep and getting out in hard/ densesoil complete all as specified and as directed. |
| 6 | Excavation in trenches n. exc 1.5m wide and n. exc 1.5m deepand n. exc 10 sqm on plan getting soft/loose soil complete all as specified and as directed. |
| 7 | Excavation in trenches exc 1.5m and not exceeding 3.00m deep and getting out in soft/loosesoil complete all as specified and as directed. |
| 8 | Excavation in trenches n. exc 1.5m wide and n. exc 1.5m deepand n. exc 10 sqm on plan and getting hard / dense soil complete all as specified and as directed. |
| 9 | Excavation in trenches n exc 1.5m wide and exc 1.5mand n. exc 3.00m deepand n. exc 10 sqm on plan getting hard/dense soil complete all as specified and as directed. |
| 10 | M&L for cement concrete1:4:8, type D-2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. |
| 11 | Demolition of brick or stone masonry, built in cement mortar including all quoins, arches, pillars etc but excluding ashlars facings, dressed stone work, complete all as specified and directed. |
| 12 | M&L for Brick work with sub class Bbricks straight or curved on plan exc 6mtr mean radius in CM 1:6 using old size bricks complete all as specified and as directed. |
| 13 | Extra for forming fair finishing to drain or channel exceeding 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and directed. |
| 14 | Extra for forming fair finishing to drain or channel exceeding 40 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and directed. |
| 15 | Extra for forming fair finishing to drain or channel exceeding 50 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and directed. |
| 16 | Extra for forming fair finishing to drain or channel exceeding 60 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and directed. |
| 17 | M & L for rendering 15mm thick in CM 1:4 on fair faces of brick/concrete surface finished fair and evenwithoutusing extra cement complete all as directed. |
| 18 | Material and Labour for plain cement concrete (1:2:4) type B1 using 20mm graded stone aggregate as in coping, including weathering, slightly rounded or chamfered angles and throating,complete all as specified and as directed. |
| 19 | Material and Labour for plain cement concrete (1:3:6) type C1 using 20mm graded stone aggregate as 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, kerbs , water troughs and the like including weathering, slightly rounded or chamfered angles and throating,complete all as specified and as directed. |
| 20 | M&L for Precast perforatedcover slab 1:2:4, type B1 (using 20mm graded aggregate) inlandings, cover slabs (for manholes etc.,) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in CM 1:4, for manholes etccomplete all as specified and as directed. |
| 21 | M/L 10mm dia and over TMT bars as in reinforecment cut to length bent to shape required including cranking hooking ends and binding with mild steel wire( annealed) not less than 0.9 mm dia (or) securing with clips all as specified and as directed |
| 22 | M&L for loose filling with aggregates of broken bricks of gauge 40 to 80mm as in soakage pits, soakage wells etc complete all as specified and as directed. |
| 23 | S&F for PVC (SWR) pipes of 160mm dia inner bore single socketed in any length with rubber rings, laid in trenches and jointed complete all as specified and as directed. |
| 24 | M & L for PCC 1:3:6 type C2 (using 40mm graded stone aggregate) as in concrete bed to drain pipe including packing under and haunching against the sides of pipes after they are laid and tested in for 150 /160mm diapipe line andset in cement mortar complete all as specified and as directed. |
| 25 | S & F Framed work such as grills, steel gratings, etc.. Square shape fixed in recharge pits/ shaft/ drain wall above ground level to prevent leaf, dust particles etc inyto the shaft / draincomplete all as specified and as directed. |
| 26 | Returning, filling in trenches including spreading, levelling watering and well ramming in layers not exceeding 25 cms insoil complete all as specified and directed. |
| 27 | Removing excavated soil not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed. |
| 28 | S&F for Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. Fe-410- W(Gde- E-250) quality- A (cut to ordinary lengths i.e. Within 20mm of the length indicated) all as specified and directed. |
| 29 | S&F Steel work FE-410 in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed. |
| 30 | M&L for Removing building materials etc. to a distance not exceeding 2.00Km, beyond the lead included in the rates, including loading, unloading and stacking at the destination complete all as specified and directed. |
