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| 1 | Excavation for structures as oper drawing and technical specifications clause 305.1 including setting out construction of soring and vracing removal of stumps and other deleterious material and disposal unto a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material |
| 2 | Supply and filling of sand below slab including cost of all material, labour, T&P etc required for proper completion of works as per direction by E/I |
| 3 | Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed, place in foundation and compacted by vibration including curing for 14 days. |
| 4 | Providing and laying reinforced cement concrete M 25 grade in Oprn foundation as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 |
| 5 | Providing and laying reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 |
| 6 | Providing and laying reinforced cement concrete M 30 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 |
| 7 | Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 |
| 8 | Dewatering of ground water below spring level for excavation & foundation concreting and brick work including boring of pipe operational and running charge of Diesel pumps complete. |
| 9 | Boring with 100 mm dia casing pipe for dewatering including cost of pipes , other materials, labour charges etc. complete. |
| 10 | Providing weep holes in brick masonary abutment ,wing wall and return wallwith 75 mm dia P.V.C. Pipe extending through the full width of the structure with slope 1V: 20 H towards drawing face . complete as per drawing and technical specification. |
| 11 | Drainage Spouts complete as per drawing and Technical specification |
| 12 | Back Filling Bihind Abutment , Wing Wall and Return Wall complete as per drawing and Specification |
| 13 | (Protection work) Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, as per drawing and technical specifications Clause 1301 |
| 14 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 |
| 15 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder |
| 16 | (Approch Road) Construction of embanlment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirment of Tables 300.1 and 300.2 with lend upto 1000 m as per Technical Specification Clause 301.5 |
| 17 | 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. |
| 18 | Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density |
| 19 | Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density |
| 20 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means . |
| 21 | Providing and applying tack coat with VG-10 using Bitumen distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom . |
| 22 | Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line ,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant ,laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat . |
| 23 | Providing and laying seal coat \"C\" Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . |
| 24 | Construction of Shoulder with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirment of Tables 300.1 and 300.2 with lend upto 1000 m as per Technical Specification Clause 301.5 |
| 25 | (Diversion Work) Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5 |
| 26 | Supply and laying of RCC Hume pipe 1000mm dia including cost of all material, carriage upto site, loading and unloading, all labour and taxes, work complete as per direction of E/I for cross drainage in route diversion. |
| 27 | Brick soiling with straight over burnt brick laid on edge and dry brick edging on both sides including preparation of sub grade to required camber, filling joints with local earth spreading blinding coats 1 cm. deep of local earth including all labour T&P etc required for proper completion of work.As Per SI No 762(b) |
| 28 | Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed cover aluminium sheeting, size 80 x 60 cm & 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement conc. 45cm x 45cm x 60cm, 60 cm below ground level as per approved drawing. as per lucknow circle SOR rate. Sr. No 17 (For Hazard Marker) Please Enable Macros to View BoQ information |
