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| 1 | Excavation by mechanical means (JCB or hydraulic excavator) in trenches for pipelines with straight or open cutting in streets or open areas, including dressing sides, leveling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, including the cost of diversion for traffic, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil outside/inside the town involving lead up to 15 meters, complete in all respects. |
| 2 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 3 | Cement concrete 1:4:8 with brick balast 40mm gauge mixing by manual means |
| 4 | Cement concrete 1:2:4 With stone ballast or shingle mixing by manual means |
| 5 | Cement concrete 1:3:6 with stone ballast or shingle mixing by manual means |
| 6 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 7 | 10mm thick Cement Plaster 1:4 |
| 8 | 10mm thick cement plaster 1 : 4 on floors. |
| 9 | Lowering precast concrete NP-2 plain end pipes and collars with reinforcement. in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stringing in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels, etc., complete in all respects.RCC NP-2 250 mm i/d pipe. |
| 10 | Lowering precast concrete NP-2 Plain end pipes and collar with reinforcement. in trenches to correct gradient and alignment,cutting of reinforcement cement concrete plain end pipes,stringing in trenches,jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment,gradients,levels etc complete in all respectRCC NP-2 150 mm i/d pipe. |
| 11 | Supply of M.S ISA, ISMC, ISMB, Plate etc. |
| 12 | Providing and fixing of Alfa valve of 250 mm dia complete including all tax and charges |
| 13 | Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) B- Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete. 20mm i/d |
| 14 | Earth work undressed involving an average horizontal throw up to 2 m and an average vertical lift up to0.5 m including breaking of clods. |
| 15 | Earthwork undressed with combined lead upto 15 m including breaking of clods. |
| 16 | Dressing of new earthwork |
| 17 | Rehandling of earthwork recently executed |
| 18 | Dag belling single Kassi stroke minimum 7.5 cm depth. |
| 19 | Dressing of Bed and prepration of sub grade for lining complete in all respect as per pwd specification. |
| 20 | Supplying and fixing of RCC Shutter with frame for nakka |
| 21 | Supplying & laying dry brick bats |
| 22 | Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position |
| 23 | Welding by gas or by electric plant, including carriage to and from workshop etc. |
| 24 | Foot Rest for Manhole.Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 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 165mm 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 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 25 | Pulverized Fly Ash - Lime Bricks as per class-12.5 of IS: 12894-002 laid in cement sand mortar 1:6 in foundation and plinth (laying shall be done as per PWD specifications). |
| 26 | Pulverized Fly Ash - Lime Bricks as per class-12.5 of IS: 12894-002 laid in cement sand mortar 1:6 in foundation and plinth using departmentally manufactured bricks including Carriage,unloading and unloading bricks from manufacturing plant to site of work. |
| 27 | Polythene films/ sheet of 100,125, 150, 200,250 micron |
| 28 | Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes |
| 29 | Extra bitumen painting at 0.69 Kg. per sqm |
| 30 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement up to 60 kg per cum |
| 31 | Filling contraction/construction joint with sealing compound complete in all respect |
| 32 | Any Other Item Please Enable Macros to View BoQ information |
