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| 1 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. As per MoRT&H Specification & Clause No. 305.4.3, 3.15 complete in all respect as per directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) |
| 2 | 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 section within all lifts and lead upto 1000m. As per MoRT&H Specification & Clause No. 301, 3.06 complete in all respect as per directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) |
| 3 | 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. As per MoRT&H Specification & Clause No. 305, 3.17 complete in all respect as per directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) |
| 4 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. As per MoRT&H Specification & Clause No. 305, 3.16 complete in all respect as per directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) |
| 5 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. As per MoRT&H Specification & Clause No. 305, 3.16 complete in all respect as per directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) (For Cartage Earth) |
| 6 | Construction of granular sub-base by providing Close graded material, sperding in uniform layer with motor grader on prepared surface mixing by mix in place mathod with rotavator at OMC and compacting with vibratory power roller to achieve the desired density, As per MoRT&H Specification & Clause No. 401, 4.01(B) complete in all respect as per directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) |
| 7 | Providing, laying, spreading and compacting stone aggregates from approved quarry to Wet Mix macadam specification including premixing the material with water at OMC in machanical mix plant,, carriage of mixed material by tipper to site laying in uniform layer with paver in sub basae/base course on well prepared surface and compacting with vibratory roller to achieve the desired density As per MoRT&H Specification & Clause No. 406, 4.14 complete in all respect as per directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) |
| 8 | Providing and applying primer coat with 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. (As per MORTH Specification.) As per MoRT&H Specification & Clause No. 502, 5.01(i) complete in all respect as per directions of Engineer in charge. (Including Labour Cess & Emulsion SS-2 Bulk but GST will be paid extra as applicable) |
| 9 | Providing and laying dense graded bituminous macadam with 120 TPH Higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.50 percent by weight of total mix and filler, fransporting 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 MoRT&H Specification & Clause No. 505, 5.04 (B) complete in all respect as per directions of Engineer in charge. (Including Labour Cess & bitumen VG-30 but GST will be paid extra as applicable) |
| 10 | Providing and applying tack coat with bitumen (VG-10) grade using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. (As per MORTH Specification.) As per MoRT&H Specification & Clause No. 503, 5.02(i) complete in all respect as per directions of Engineer in charge. (Including Labour Cess & bitumen VG-10 but GST will be paid extra as applicable) |
| 11 | Providing and laying bituminous concrete with higher capacity batch type 120 TPH hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 percent (VG-30) 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 MoRT&H Specification & Clause No. 507 & 5.05 B, complete in all respect as per directions of Engineer in charge. (Including Labour Cess & bitumen VG-30 but GST will be paid extra as applicable) |
| 12 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement OPC @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing (M-35 grade Using Batching Plant-120 cum capacity 21.19 C) As per MoRT&H Specification & Clause No. 602, 6.02 complete in all respect as per directions of Engineer in charge. (Including Labour Cess & Roylty) (GST will be paid extra as applicable) |
| 13 | Construction of sub-grade and erthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. As per MoRT&H Specification & Clause No. 305, 3.18 complete in all respect as per directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) For Patri work. |
| 14 | Construction of sub-grade and erthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. As per MoRT&H Specification & Clause No. 305, 3.18 complete in all respect as per directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) For Patri work (Cartage Earth) |
| 15 | Widening of R.C.C Culvert, RCC Drain & Hume Pipe (NP-3) 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 approved material. As per MoRT&H Specification & Clause No. 304 B, 12.01(i) complete in all respect as per directions of Engineer in charge. (Including Labour Cess) (GST will be paid extra as applicable) (Including Labour Cess but GST will be paid extra as applicable) |
| 16 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. As per MoRT&H Specification & Clause No. 2100, 12.04 complete in all respect as per directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) |
| 17 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. As per MoRT&H Specification & Clause No. 1300, 12.05 complete in all respect as per directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) |
| 18 | RCC Grade M25 using batching plant transit mixer & Concrite Pump placing as per Drawing and Technical Specifications. As per MoRT&H Specification & Clause No. 1500, 1700 & 2100, 12.08 E Case-I complete in all respect as per directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) |
| 19 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications. As per MoRT&H Specification & Clause No. 1600, 12.42 complete in all respect as per directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) |
| 20 | Pointing with cement mortar (1:3) on brick work in sub-structure. As per tech.spe. As per MoRT&H Specification & Clause No. 1300 & 2200, 13.02 complete in all respect as per directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) |
| 21 | Providing & Laying 600 mm Dia RCC Hume Pipe NP-3. Including collars /spigot and socketed type joint, confirming to BIS specification as per IS 458:2003. As per PWD Specification & S.I.No. 60(b) complete in all respect as per directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) (HP Culvert) |
| 22 | Providing, fixing of collar 600 mm dia. As per PWD Specification & as per IS 458:2003. As per PWD Specification & S.I.No. 60(b) complete in all respect as per directions of Engineer in charge. (Including Labour Cess) (GST will be paid extra as applicable) (HP Culvert) |
| 23 | Road Marking 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. The finished surface to be level, uniform and free from streaks and holes. As per MoRT&H Specification Ref. No. 803 Sr No. 8.13 (Including Labour Cess but GST will paid extra as applicable) |
| 24 | 6M Span over head Cantilever Structure with 300 dia M S one vertical post Supply, foxing & eraction of built up Cantilever Structure 6 m span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member weided with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy M S 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 synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90x0.90x1.50 m 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. RCC withand 1:2:4 cement coarse No sand and 20 mm stone grit 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 2010 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. As per MoRT&H Specification Ref. No. 802 (Including Labour Cess but GST will be paid extra as applicable) |
| 25 | Direction and place Identification signs up to 0.90 sqm size BoardProviding 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 International/Govemment Laboratory/ Institute 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 requirements from a reputed laboratory in India can be accepted provisionally, In such a situation, the Employer/ Client if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement 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 not exceeding 0.9 sqm Supported on a mild steer single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing, complete. As per MoRT&H Specification Ref. No. 801 (8.5) (Including Labour Cess but GST will be paid extra as applicable) |
| 26 | Retro-reflectorised Traffic sign as per IRC-67-2012providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of property designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm. 60 cm below ground level as per approved drawing. 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 International/Government Laboratory/ institute 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. Altematively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed taboratory in India can be accepted provisionally, in such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement 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 Proof of the same in form of government report shall be uploaded while quoting tender. As per MoRT&H Specification Ref. No. 801 (8.4) (Including Labour Cess but GST will be paid extra as applicable)Speed Limit Sign 60 cm Circular with diffinition plate ( 20x60 cm) |
| 27 | Stop Sign 90 cm Octagon |
| 28 | 50X60 cm single chevron |
| 29 | Tree Plate |
| 30 | 30X90 cm (Left Right)Object Hazard |
| 31 | Direction and place Identification signs up to 0.90 sqm size BoardProviding 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 International/Government Laboratory/ Institute 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 requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement 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 not exceeding 0.9 sqm. Supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm., below ground level as per approved drawing, complete. As per MoRT&H Specification Ref. No. 801 Sr No.8.5 (Including Labour Cess but GST will paid extra as applicable) |
| 32 | Maintenance of constructed road for next five year after completion of work shall be paid. as per GO No 17/2024/lk0-113/23-1-2024-23-1099-113/2023 yksd fuekZ.k foHkkx vuqHkkx&1 fnuakd 16-01-2024 ,oa dk;kZy; izeq[k vfHk;Urk ;krk;kr oxZ yks0fu0fo0 y[kuÅ dk i=kad&3689lh&vks0ih0vkj0,e0lh0@ewy&23&24 fnuakd 17-02-2024- Payment shall be done as per satisfaction of engineer in chage regarding maintenance work carried out by contractor (Including Labour Cess but GST will paid extra as applicable). 1st year Maintenance cost total construction of cost Item No. 1 to 31 @ Zero percent & for 2nd year @ 0.25% |
| 33 | 3rd Year cost of BOQ @ 0.50 % |
| 34 | 4rth Year cost of BOQ @ 0.75 % |
| 35 | 5th Year cost of BOQ @ 1.00 % Please Enable Macros to View BoQ information |
