|
| 1 | Clearing and grubbing road land including uprooting wild vegitation grass ,bushes shrubs scaping and trees of girth upto 300 mm removal of stumps of such trees cut earlier and disposal of unservice able material |
| 2 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps i. Girth above 900 mm to 1800 mm |
| 3 | ii. Girth above 1800 mm to 2700 mm |
| 4 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 5 | Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification clause 301.5 |
| 6 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 mtr. Transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with lead upto 05 kms as per Technical Specification clause 301.5 |
| 7 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 8 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 |
| 9 | Loosing, Levelling and compacting original Ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, complete as per Technical specification clause 301.4 |
| 10 | Providing and laying brick on end edging after removal of existing brick edging complete as per specifications. |
| 11 | Construction of old material received after dismantling from raising portion including laying rolling and consolidation the same as per specification |
| 12 | Construction of granular sub base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401 |
| 13 | Providing, laying, spreading and compacting stone aggregates of specific sizes 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 the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. |
| 14 | Providing, laying, spreading and compacting stone aggregates of specific sizes 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 type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 15 | Providing and applying primer coat with bitumen emulsion (SS-1) Packed on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.85 kg/sqm using mechanical means as per Technical specification clause 502 |
| 16 | Providing and applying tack coat with Bitumen VG-10 using tar boiler / pressure distributor at the rate of 0.275 kg. per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical specification clause 503 ( for BM) |
| 17 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. |
| 18 | Mix Seal Surfacing (MSS) Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9mm (Type-A) aggregates using penetration grade bitumen 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 as per TechnicalSpecification Clause 509. |
| 19 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M- 40 grade made by block making machine with strong vibratory compaction and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge for Medium Traffic Areas such as City streets, small & medium market roads, low volume roads, utility cuts on arterial roads, etc. |
| 20 | Earth work in excavation for foundation of structures upto 3 m depth as per drawing and tech. specifications clause 1104 including setting out, const. of shouring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material |
| 21 | Providing plain cement concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 22 | Providing and Laying Reinforced Cement Concrete Pipe NP3 in culvert as per design in Single Row on first class bedding of granular material inlcuding fixing collar with cement sand mortar 1:2 as per technical specifications clause 1101 |
| 23 | Brick Masonry work in cement mortar 1:4 in foundations complete excluding pointing and plastering as per drawing and technical specification Clauses 600,1202 and 1203 |
| 24 | Providing cement concrete 1:2:4 for Architectural Coping 395mm wide 50mm thick on top of Head walls complete as per drawings and technical specifications Clause 615 & 710 |
| 25 | Plastering with Cement Mortar (1:4), 15 mm thick on brick work in sub structure as per technical specification Clause 613.3 & 1204 |
| 26 | Deep struck Pointing with cement mortar (1:3) on brick work in substructure as per Technical specification 613.3, & 1204 |
| 27 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 |
| 28 | Supplying of fine sand and backfilling as filter media along HMP, behind head walls, wing walls complete as per drawings and technical specifications clause 1204.3.8 |
| 29 | Brick Masonary work in cement mortar 1:4 in in sub-structure |
| 30 | Providing plain cement concrete 1:2:4 M20 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 31 | RCC M-25 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC M-25 (For Sub Structure) |
| 32 | Providing and laying c.c. flooring 1:2:4 for bed protection as per MORD specifications 1303 |
| 33 | Providing and laying reinforced cement concrete M 25 grade (Nominal mix 1:1½:3) in superstructure as per MORD specifications 800 |
| 34 | Supplying, fitting and placing TMT bar (Fe 500) reinforcement in superstructure as per |
| 35 | Supplying, fitting and placing TMT bar (Fe 400) reinforcement in superstructure as per |
| 36 | Prov and fixing weep holes in brick masanory as per mord specifications 614 |
| 37 | Removal of Hume pipe culvert below 600mm dia |
| 38 | Retro-reflectorised Traffic Signs 900x600mm |
| 39 | Retro-reflectorised Direction and place identification signs with 900x600mm |
| 40 | Retro-reflectorised Traffic Signs 600x600x600mm |
| 41 | Retro-reflectorised Traffic Signs 600mm Octoganal+ Circular |
| 42 | Hazard Marker Sign Board 300x900 mm Rectangular (CSR 24.51 -GST) 3777/1.12 = 3372.37 |
| 43 | Pedestrian Crossing Sign Board Square 600x600mm |
| 44 | Double Chavron Sign Board 500x600mm |
| 45 | Supply, Installation & Fixing of Convex Mirror on Link Roads Complete as per drawings and specifications as per approval of Engineer-in-Charge. |
| 46 | Providing and Fixing 'Maintenance board |
| 47 | Providing and Fixing 'Logo' of PMGSY Project double sided |
| 48 | Providing and Fixing Citizen Informatory Board of PMGSY Project type A&B |
| 49 | Providing and Fixing PMGSY title information Board |
| 50 | 5th Kilometre Stone |
| 51 | Kilometre Stone |
| 52 | 200m Stone |
| 53 | Boundary Pillar (100 MTR) |
| 54 | Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at approved locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 of MORT&H specifications. |
| 55 | Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications. |
| 56 | Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body.The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MO RT&H 5th revision specifications. |
| 57 | Routine Maintenance after completion of construction works as per preiodicity to Routine Maintenance mentioned in the contract data. |
| 58 | AMC for 1st year (fixed rate = 64106 bidder(s)/ vendor(s) need not to quote for this |
| 59 | AMC for 2nd year (fixed rate = 77684 bidder(s)/ vendor(s) need not to quote for this |
| 60 | AMC for 3rd year (fixed rate = 108890 bidder(s)/ vendor(s) need not to quote for this |
| 61 | AMC for 4th year (fixed rate = 128342 bidder(s)/ vendor(s) need not to quote for this |
| 62 | AMC for 5th year (fixed rate = 147798 bidder(s)/ vendor(s) need not to quote for this Please Enable Macros to View BoQ information |
