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| 1 | Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road Discharge upto 1.5 cum/s |
| 2 | Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road Discharge upto 1.5 cum/s |
| 3 | Dismantling brick work tile, masonry or tile lining In cement |
| 4 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads excluding royalty as per drawing design specifications and instructions of engineer in charge |
| 5 | Extra For compensation & royalty for Ordinary earth/ Ordinary clay taken from private land. |
| 6 | Compaction Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. |
| 7 | Compaction Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. |
| 8 | Compaction Extra for rolling to specifications. |
| 9 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing 0 to 1.5 m depth |
| 10 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing 1.5 to 3.0 m depth |
| 11 | Dressing side slopes and preparation of sub grade for lining. |
| 12 | Dressing bed and preparation of subgrade for lining. |
| 13 | Dressing of earth work New work or remodeling work |
| 14 | Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(for cup shape and trapozoidal section) |
| 15 | 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 |
| 16 | Dag-belling Single Kassi stroke minimum 7.5 cm depth. |
| 17 | LDPE film of 150 micron over sleepers for construction and expansion joints |
| 18 | Extra bitumen painting at 0.69 Kg. per Sqm. |
| 19 | Filling expansion joints with special impervious hot pour as per design and speifications |
| 20 | 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. |
| 21 | Earth work in excavation in foundations trenchesetc. 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. |
| 22 | Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil In Ordinary soil Mechanical Means |
| 23 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 with computerised batchmixing. |
| 24 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.Grade M25 with computerised batchmixing. |
| 25 | Plain/Reinforced cement concrete in sub-structure. Complete as per drawing and Technical Specifications Grade M25 |
| 26 | Furnishing and Placing Reinforced/Prestressed cement concretein/sub-structure superstructureas per drawing and Technical Specification. Using Batching Plant, Transit Mixer and Concrete Pump For Solid slab super-structure including vibrator (M-25) SLAB |
| 27 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications ( D ) PCC Grade M30Height upto 5m (i) Using Concrete Mixer |
| 28 | Furnishing and Placing Reinforced/Prestressed cement concretein/sub-structure superstructureas per drawing and Technical Specification. Using Batching Plant, Transit Mixer and Concrete Pump For Solid slab super-structure including vibrator (M-40) |
| 29 | Supplying, fitting and placing HYSD bar reinforcumcement in sub structure completeas per drawing and technical specifications. |
| 30 | Drainage Spouts complete as perdrawing no. SD/205 andTechnical specification with 0.6meter long GI 100 mm dia drainageGI light grade pipe (For Bridges) |
| 31 | Providing and applying 2 coats of waterbased cement paint to unplastered concretesurface after cleaning the surface of dirt,dust, oil, grease, efflorescence and applyingpaint @ of 1 litre for 2 sqm. |
| 32 | Filling Expansion joint, with special bituminous material of size 20mm wide and approx 400 mm deep in bridge slab to provide for horizontal movements and vertical movement all as per approved drawings and specification. |
| 33 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.160mm o/d PVC pipe of 2 Kgf. / sqcm |
| 34 | Compaction. Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. Extra for rolling to specifications. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge. |
| 35 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads & Excluding royality . |
| 36 | Extra for compensation for Earth for Amritsar Distt as per AC slip 10 |
| 37 | cement concrete 1:3:6 with stone blast or shingle mixing by mechanical means using concrete mixer volumetric type |
| 38 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge |
| 39 | Back filling behind abutment, wing wall andreturn wall complete as perdrawing and TechnicalSpecification. Sandy material. |
| 40 | First Class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 41 | Dismantling concrete |
| 42 | Dismantling brick work tile, masonry or tile lining (b) In cement |
| 43 | Any Others Please Enable Macros to View BoQ information |
