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| 1 | Rough excavation not exceeding1.5 m deep and getting out in Hard soil complete all as specified and as directed. |
| 2 | Excavation in trenches not exceeding 1.50 m wide and not exceeding 1.5m in depth in hard/dense soil and getting out complete all as specified and as directed. |
| 3 | Excavation in trenches exceeding 1.50 m wide and not exceeding 3 m in depth in hard/dense soil and getting out complete all as specified and as directed. |
| 4 | Returning filling in soil, including spreading, leveling,watering and well ramming in layers not exc 25 cm complete all as specified and as directed. |
| 5 | Removing excavated soil to a distance exc 500m but n exc 1.5 km and deposting where directed complete all as specified and as directed. |
| 6 | M&L PCC 1:3:6 type C2, using 40mm graded aggregate as in foundation concretecomplete all as specified and directed.. |
| 7 | S&FTMT bars 10 mm dia & over cut out length, bent to shape including cranking, bending and binding with 0.9 mm dia mild steel wire or securing with clips complete all as specified and as directed |
| 8 | S&FTMT bars 5 mm dia and over up to and including 10 mm dia cut out length bent to shape including cranking, bending and binding with 0.9 mm diamild steel wire or securing with clips for stirrups complete all as specified and as directed |
| 9 | M&L for RCC M-30 using 20mm graded stone aggregate as in Foundations, footings,foundation beams; plinth beams; bases for columns, etc complete all as specfied and directed. |
| 10 | M&L forRCC M-30 using 20mm gradedstone aggregate as in columns, pillars, piers, posts, beamand struts etccomplete all as specfied and directed. |
| 11 | M&L forRCC M-30 using 20mm gradedstone aggregate as inBeams, cantilevers, bressummers, lintels over 1.5m span complete all as specfied and directed. |
| 12 | M&L formwork to sides & soffits of floor beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sub- ports, overhangs,etc also splays between floors and beams etc completewith smooth surface all as specified and as directed. |
| 13 | M&L formwork to sides of pillars, posts, struts, piers, columns and stanchions with smooth surface complete with smooth surface all as specified and as directed |
| 14 | M&L formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter completewith smooth surface all as specified and as directed. |
| 15 | M&L Precast cement concretetype C1 1:3:6 (20mm graded agg) block masonry with solid block exc 10cm in width and setting in CM 1:6 complete ll as specified and as directed. |
| 16 | M&L 15 mm in cm 1:4 on fair aces of bricks walls surface finished even and smooth without using extra cement i all as specified and directed. (water proofing compound measured and paid seperately) |
| 17 | M&L Preparation of newly plastered surfaces of wall & applying Two or more coats of 100% Premium acrylic emulsion paint havingVOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance,dirt resistance exterior paint of required shade(Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm overplastered surface to prepare the surface complete all as specified and directed. |
| 18 | M&L PCC 1:2:4type B1, using 20 mm graded aggregate as in coping etc., including necessary formworkcomplete all as specfied and directed. |
| 19 | S&F 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; framedbalusters; walk ways; railings; framework of water tanksand similar work conforming to Fe.290.Gde-E-165complete all as specfied and directed.. |
| 20 | S&FHand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosingtosteps includingembedinginconcrete and screwing etc. wind ties for roofincludingsecuring bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling,boltingor riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as directed. |
| 21 | S&F Galvanised. 2 strand, steel barbedwire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) |
| 22 | M&L Painting two coats of synthetic enamel paint over a coat of red oxide including preparation of new steel surfaces of any description over 10cm in width or girth not other wise described complete all as specified and directed. |
| 23 | S & F Concertina Coil Fencing with Punched Tape Concertina Coil made from High Tensile Spring Steel, High Carbon Wire conforming to IS – 4454 [Part – 1], of Grade – SM duly Hot Dipped Galvanised as per IS – 4826 with 230GSM, 600mm dia, 10 Metre openable length, with Galvanised coating and Punched Tape material as per IS – 513, having 50 Nos Rounds per 6 Metre length [before stretching], having medium barbs [Barb Length 24±1mm, Barb Width 19±1mm, Pitch between Two Barbs 35±1mm], Spring Core Wire [2.6 mm thick] of high tensile strength of 165 Kg / Sq.mm with tape [0.52mm thick] and weight 43.478 Grams / Metre and fixing to “Y” or Trapezoidal shaped angle iron brackets placed at 2.00m to 3.00m apart and with 6/9 horizontal RBT [Reinforced Barbed Tape] Wire, Stud tied with GI Staples and GI Clips to retain horizontal, including necessary bolts and coating with Px Compound [Anti Rust] complete all as specified and as directed. Note: Horizontal barbed wire & angle iron supports shall be measured and paid separately under relevant items of Schedule \"A\". Measurement shall be made for stretched length. |
