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| 1 | Scarifying the existing bituminous surface to a depth of 20 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (including all material, T&P, labour cess etc but excluding GST) |
| 2 | Excavation for roadwork in soil with hydraulic excavator 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 within all lifts and lead upto 1000m. (including all material, T&P, labour cess etc but excluding GST) |
| 3 | Construction of Embankment with Material Deposited from Roadway Cutting:- Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. (including all material, T&P, labour cess etc but excluding GST) |
| 4 | Construction of Embankment with Material obtained from Barrow pit:- Construction of embankment with approved material obtained from barrow pit with all lifts and leads up to 2 km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (including all material, T&P, labour cess etc but excluding GST) |
| 5 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (including all material, T&P, labour cess etc but excluding GST) |
| 6 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (including all material, T&P, labour cess etc but excluding GST) |
| 7 | Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (including all material, T&P, labour cess etc but excluding GST) |
| 8 | Providing and laying dense graded bituminous macadam Grade-2 with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (including all material, T&P, labour cess etc but excluding GST) |
| 9 | Providing and applying Tack coat-2 with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (including all material, T&P, labour cess etc but excluding GST) |
| 10 | Providing and laying bituminous concrete Grade-2 with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(VG-30) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. (including all material, T&P, labour cess etc but excluding GST) |
| 11 | Construction of sub-grade and earthen shoulders with approved material obtained from barrow pit with all lifts & leads up to 2 km, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. (including all material, T&P, labour cess etc but excluding GST) |
| 12 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. As per MORTH Sr.No.13.10 and 710.1.40 of IRC:78 and 2504.2 (including all material, T&P, labour cess etc but excluding GST) |
| 13 | Plain Cement Concrete 1:3:6 nominal mix in Foundation with crust in stone aggregate 40mm nominal size mechnicaly mix, placed in foundation and compacted by vibration including curing for 14 days. (including all material, T&P, labour cess etc but excluding GST) |
| 14 | RCC Grade M30 using batching plant transit mixer & manual placing as per MORTH SI. No.12.08 G Case-II and specification No.1500, 1700, 2100 (including all material, T&P, labour cess etc but excluding GST) |
| 15 | Plain cement concrete in open foundation complete and as per drawing technical specifications. (M- 15) As per MORTH Sr.No. 12.08 A Case-II and Specification No. 1500, 1700 &2100 . (including all material, T&P, labour cess etc but excluding GST) |
| 16 | Providing and laying Pitching on slopes laid including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. As per MORTH Sr.No. 16.04 and Specification No. 2504 . |
| 17 | Providing weep holes in Brick work /plain /reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe extended through the full width of structure with slope of 1V:20H towards drawing foce. Complete as per drawing and technical specifications No. 2706 & 2200.) |
| 18 | Supplying, fitting and placing HYSD reinforcement complete in super-structure drawing as per and Technical Specification As per MORTH Sr.No. 14.02 and Specification No. 1600 .(including all material, T&P, labour cess etc but excluding GST) |
| 19 | Concrete with 4cm gauge brick ballast, sand of 1.25 F.M.and cement in proportion of 8:4:1 in foundation including supply of all materials labour T&P etc. required for proper completion for the work. (including all material, T&P, labour cess etc but excluding GST) |
| 20 | M-150 Brick work in 1:4 cement and course sand mortar in foundation and parapet of hume pipe including supply of all material, labour T&P etc. required for proper completion for the work. (including all material, T&P, labour cess etc but excluding GST) |
| 21 | Struck pointing with cement mortar consisting 1 part cement and 2 parts of sand of 1.25 F.M including supply of all material, labour T&P etc. required for proper completion for the work. (including all material, T&P, labour cess etc but excluding GST) |
| 22 | Providing and laying of 450 mm dia R C C Hume pipe NP-3 (including all material, T&P, labour cess etc but excluding GST) |
| 23 | Reinforced cement concrete M-15 grade Kilometer stone of standard design as per IRC:8-1980, fixing in position including including painting and printing etc. (including cost of material T&P labour but excluding GST) |
| 24 | Reinforced cement concrete M-15 grade Hectometer stone (precast) of standard design as per IRC:8-1980, fixing in position including including painting and printing etc. (including cost of material T&P labour but excluding GST) |
| 25 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level uniform and free from streaks and holes. Morth-803 (8.13) (including all material, T&P, labour cess etc but excluding GST) |
| 26 | 6 M Span over head Cantilever Structure with 300 dia MS one vertical post- Supply, fixing & eraction of built up Cantilever Structure 6m span comprising of one vertical posts of 6.00 M Height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10mm MS plate at top & 12 mm MS plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40mm dia heavy MS pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthentic enamel paint. the work includes construction of RCC Foundation of size 0.90x0.90x1.50m of required depth as per site condition for built up structure including earth work in excavation 100 mm thick lean concrete in 1:3:6 cement coarse sand and 40 mm gauge stone ballast and RCC-M25 grade concrete including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. the lateral vertical clearances and complete. installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2012 complete in all respect the Rates shall include cost of design fabrication, supply, transportation, Local shifting Erection of signage structure using crane, inclusive of all taxes etc all T&P machine material and labour required for proper completion of work as per direction of Engineer-in-charge. MoRTH-802 (including all taxes, labour cess etc but excluding GST.) |
| 27 | Direction and Place Identification signs with size more than 0.9 sqm size board. Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting . The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from Internatinal/Government laboratory/Institue by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad, Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirments from a reputed labouratory in india can be accepted provisionally. in such a stituation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirment of three years outdoor weathering of the sheeting as per IRC 67:2012 Legends, letters, numerals and borders etc should be as per MoRTH specification No-801.3.7 sheet fixed over aluminium sheeting 2 mm thick with area exceeding 0.9 sqm. Morth -801 (8.6) (including all taxes, labour cess etc but excluding GST.) |
| 28 | PART-B Maintenance cost will be paid year wise as per Government order No 17/2024/SA-113/23-1-2024-23-1099/113/2023 Date 16.01.2024 and HQ UPPWD,Lucknow order No.3689 COPRMC/Mul-23-24 Date 17-02-2024 Maintenance cost will adjusted as per final cost of construction and will be paid accordingly. |
| 29 | 1st year- Maintenance cost 0% on the Work. (including all material, T&P, labour cess etc but excluding GST) |
| 30 | 2nd year- Maintenance cost 0.25% on the Work. (including all material, T&P, labour cess etc but excluding GST) |
| 31 | 3rd year- Maintenance cost 0.50% on the Work. (including all material, T&P, labour cess etc but excluding GST) |
| 32 | 4th year- Maintenance cost 0.75% on the Work. (including all material, T&P, labour cess etc but excluding GST) |
| 33 | 5th year- Maintenance cost 1.00% on the Work. (including all material, T&P, labour cess etc but excluding GST) Please Enable Macros to View BoQ information |
