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| 1 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. |
| 2 | PCC 1:3:6 (M-10) with stone ballast using concrete mixer volume metric type. Csr item no. 10.12 a ii |
| 3 | Shuttering for faces of Concerte foundation beam & plinth beam (Vertical or battering). |
| 4 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20 csr item no. 21.7 C i |
| 5 | Plain/Reinforced cement concrete in Sub- structure complete as per drawing and Technical Specifications. RCC Grade M20 21.32 E i |
| 6 | Plain/Reinforced cement concrete in Super- structure complete as per drawing and Technical Specifications. RCC Grade M20 csr utem no. 22.1 A a i |
| 7 | Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete.. (BBS Attached) |
| 8 | Foot Rest for Majo1e : Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as l65mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturers permanent identification mark to be visible even after fixing, including fixing in manholes with 230xl50x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 9 | first class burnt Drick work laid in cement san‹1 mortar 1:4 in foundation and plinth |
| 10 | First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level |
| 11 | Extra for Bitumen painting 0.69 kg per sqm csr 13.54 |
| 12 | 12.5 mm thick cement plaster 1:4 |
| 13 | Terracing consisting of tiles 22.86x11.42x2.83 cm laid over 25 mm mud plaster 7.5 cm mud filling on another laver of 25 mm mud plaster including two coats of bitumen laid hot at 1.65 kg/sqm top of RCC slab including grouting with cement sand CSR item no. 13.13 |
| 14 | Embedding 100 mm dia CI rain Water no pressure ISI mark pipe in cement mortar during masonary work. Csr item no. 13.44 |
| 15 | Base Course of Floor consisting of 100 mm thick cement concrete 1:8:16 and 100 mm thick sand filling using mechanical mixer of mixing of material. |
| 16 | Providing and laying vetrified floor tiles of different size in light colours ahde made using double charge technology. Csr item no. 14.113 |
| 17 | Supply and Fixing of pressed steel frames ( Chowkats) consisting of 18 gaguge (1.25 mm) thick steel sheet of specified section (Standard design sheet) including iron lungs (hold fasts). Csr item no. 18.24 |
| 18 | Factory Manufactured flush door fixed in position iron hinges etc (excluding the cost of any fittings other thann specified above but including labour for fixing the same in position. Csr item no. 17.27 |
| 19 | Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer- in-charge including all cartage etc. NP-2 CSR ITEM NO. 29.46 B (m) |
| 20 | Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. |
| 21 | Earth work upto 1.5 m. Depth |
| 22 | Exceeding 1.5 m depth but not exceeding 2.25 m |
| 23 | Exceeding 2.25 m depth upto 3.00 m depth |
| 24 | Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS: 280 & IS:4826 in l00mm x l00mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron Laid in Wire Crates csr item no.22.23 A Please Enable Macros to View BoQ information |
