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| 1 | Clearing and grubbing road land incluiding uprooting wild vegetation, grass, brushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of uncerviceable materias and stacking of serviceable materialto be used or unctioned, upto a lead of 1000 m incluiding removal and disposal of 100 organic soil not exceeding 150 mm in thickness as per technical specification Clauses 201 |
| 2 | Loosening,Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment scarified to a depth of 150 mm,mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. |
| 3 | Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm) (DSR No 13.44.1 / 2021) |
| 4 | Extra for every additional lift of 1.5m or part there of in excavatum/banking excavated or stacked materials All kinds of soil |
| 5 | Excavation for roadwork in soil with Hydraulic Excavator of 0.9 cum bucket capacity including cutting and loading in tippers,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections,and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3. |
| 6 | Excavation in foundation soil (Loam clay or sand ) including left upto 1.5 meter and lead upto 30 mtrs. & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed Engineer in charge up to distance of 30m from the foundation trenches. All kinds of soil (UP PWD SITAPUR 2022, 2.6.1) |
| 7 | Earth work in excavation for structure as per drawing and technical specifications clause 305.1 including seting out, construction of shoring and bracng, removal of slumps and other deleterious materials and disposal upto a lead of 50 m. dressing of sides |
| 8 | Additional depth fro 1.5m to 3.0 m (20% of excavation lead above 1.5 m. 2.24.1 DSR 2021) |
| 9 | 12 mm Plaster (1:6) cement sand mortar |
| 10 | 12 mm cement plaster of mix : 1:3 (1 cement: 3 coarse sand) (UP PWD sitapur 2022, 13.7.1) 1:3 (1 cement: 3 coarse sand) (UP PWD sitapur 2022, 13.7.1) |
| 11 | Providing and laying of interlocking concrete block pavment having thickness 80 mm as per drawings and technical specifications clause 1504. |
| 12 | Site Clearance and other unforeseen items |
| 13 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry 600 mm dia |
| 14 | Hand Rail and Balustrade modular system passive SS304 grade decorative railing system comprising of hand rail 50 mm and 1.5 mm thick and 3 no horizontal steel pipe of 19 mm dia and 1.5 mm thick of equal spacing with balustrade of SS pipe of 38 mm and 1.5 mm thick @ 1200 mm C/C of passivated SS 304 grade and fix duly on the floor with specially design rivet expansion bolt and finish the surface food and covering with steel shoe with all visible stainless steel metal of 304 grade in satin finish height of railing in 900 mm as per detailed specification. |
| 15 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±2%), Zinc+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm (ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer- in-charge. (DSR 2021- 16.96) |
| 16 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering upto plinth level 1:4:8 (1 cement : 4 coarse sand : 8 gradded stone aggregate of 40 mm nominal size) (UP PWD SITAPUR 2022, 4.1.8) |
| 18 | First Class Brick Work in 1:4 cement and fine sand of 1.25 FM mortar in foundation and plith including supply of all materials labour and T&P etcrequired for proper completion of the work. |
| 19 | Cement Concrete with 40 mm gauge approved stone ballast ,approved coarse sand and cement in the proprtion of 6:3:1 including supply of all materials,labour and T&P etc.required for proper completion of the work. |
| 20 | Mild steel or iron in plain work such as reinforced concret or reinforced brick work brought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over laping and hook etc. |
| 21 | Class 150 brick work in 1:4 cement and coarse sand 1.25 fine modulus mortar in foundation and plinth including supply od all materials, labour and tools and plants etc. required for proper completion of the works. Cement mortar 1:4 (1 cement : 4 coarse sand) (UP PWD SITAPUR 2022, 6.4.1) |
| 22 | P/L cement concrete 1:2:4 (1 cement , 2 coarse sand,4 graded stone ballast 20 mm nominal size)including supply of all materials, labour and T&P etc. required for proper completionof th work and curing complete also including cost of form work in foundation and floors. |
| 23 | RCC work with cement approved coarse sand and 2 cm gauge approved stone ballast in prportion of 1:2:4 in slab excluding supply of reinforecement and its binding but its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centering and shuttering etc. complet (UP PWD sitapur 2022, 4.2.3) |
| 24 | Construction of Recharge shaft structure for water discharge in ground. (As per approved by UPJN 2022) |
| 25 | The installation of a fountain in the amrit sarovar pond aims to enhance the asthetic appeal, promote water aeration and creat a serene and spritual uplifiting environment . The fountain will also help in maintaining water quality by facilitating circulation and oxygenation. |
| 26 | Providing and fixing of Solar light as per requirement. |
| 27 | Dagbelling & surveying at work of start of work |
| 28 | GST @18% Please Enable Macros to View BoQ information |
