Lucknow Development Authority has published Tender For Widening Of Nishatganj To Kukrail Bund And Construction Of 4 Lane Road On Alignment Of Green Corridor In Lucknow, In The State Of Uttar Pradesh. Submission Date for this Tender is 12-04-2024. Road Work Tenders in Lucknow Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earthwork in embankment by power transported earth with a lead beyond 200m and upto 1.0 km including excavation, loading, unloading, royalty, manual compaction, dressing and all lifts complete. |
| 2 | In all types of Soil - Borrow Area |
| 3 | Turfing with 8cm thick humus with grass (chappa) on slope of embankment including watering and lead of 1 km |
| 4 | RCC DRAINS |
| 5 | Providing and laying of RCC/PCC in Road side drain, Median drain, Utility Duct, Retaining wall & Protective Work. |
| 6 | PCC Grade M-15 for Drain etc, as per Drawing or as directed by engineer Incharge (PCC thk.=100mm) |
| 7 | Cast-in-situ Grade RCC M-20 for open Drain etc, as per Drawing or as directed by engineer Incharge |
| 8 | Supplying, Fitting and Placing un-coated HYSD/tmt bar Reinforcement in Drainscomplete as per Drawing and Technical Specifications. As per Drawing or Directed by Engineer Incharge (steel @ 75kg/cum) |
| 9 | BOUNDARY STONES |
| 10 | Providing Boundary Stones @ every 30m along alignment |
| 11 | RETAINING WALL |
| 12 | Excavation for Structures (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.) complete as per Tech. Spec. Cl. 304 |
| 13 | PCC M15 Grade leveling course complete as per drawing and Technical specificationr Tech. Spec.MoRTH Cl. 2700 |
| 14 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications as per Tech. Spec. MoRTH Cl. 1500, 1700 & 2200. |
| 15 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications MoRTH Cl 1600 |
| 16 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce.complete as per drawing and Tech. Spec. MoRTH Cl. 2706 & 2200 |
| 17 | COST ESTIMATE FOR WIDENING OF BUND AND LAYING OF PAVEMENT FROM NISHANTGANJ TO KUKRAIL NALA ROAD WORKS |
| 18 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. as per MORTH specification 201 item no. 2.03 |
| 19 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. as per MORTH specification 305 item no. 3.16 |
| 20 | 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 as per MORTH specification 401 item no. 4.01 (B) |
| 21 | 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORTH specification 406 item no. 4.14 (B) |
| 22 | Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.50% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density as per MORTH specification 406 |
| 23 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per MORTH specification 502 item no. 5.01 |
| 24 | Providing and applying tack coat on granular surface with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. as per MORTH specification 503 item no. 5.02 ii |
| 25 | Tack Coat on Bituminous surfaces -Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30kg per sqm on the prepared bituminous surface cleaned with mechanical broom. as per MORTH specification 503 item no. 5.02 i |
| 26 | Providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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. as per MORTH specification 505 item no. 5.04 (B) |
| 27 | Providing and laying bituminous concrete withhigher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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 as per MORTH specification 507 item no. 5.05 (B) |
| 28 | Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 as per MORTH specification 811 item no. 8.23 A |
| 29 | Construction of K.C. Drain with 1:2:4 C.C. including 100mm thick base concrete of 1:4:8 cement fine sand & 40mm nominal size O.B.B. and also including earthwork in excavation in proper slop & Camber. Including all labour, T & P etc. required for proper completion of work. |
| 30 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. as per 39 circle ch-15 item no.-30 |
| 31 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: two or more coats on new work (Ist quality (Royal, Silk) Asian / Berger as per 39 circle ch-15 item no.-24 |
| 32 | Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:112 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) including cost of material, labour, T&P, etc complete.. MORTH SDB - 8.22 |
| 33 | ROAD MARKING AND FURNITURES |
| 34 | Delineator: Supply & Fixing of M S Delineator made of Mild steel with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion. The surface should be concealed so that there should not be any exposed surface without powder coating. Alternatively, these metal guide poles can be concealed with thermoplastic body. The posts shall have an ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground. Mild steeI Guide Poles shall conform to Type XI sheeting specifications as per IRC:67 upto date and ASTM D4956 which would ensure to obtain clear visibility of the road alignment during night time.As per SOR Ch-26 SI No.-1 |
| 35 | 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 upto date The finished surface to be level, uniform and free from streaks and holes. Material shall be tree from all skins, dirt and foreign objects and shall comply with requirements as per Table 800-9 of (MORTH SPECIFICATION) Thermoplastic Material when tested in accordance with ASTM D36/BS-3262-(Part 1) daylight Luminance shall beAASHTO M 249 for white 45o-65% min. and for yellow 45% min. , Drying time not more than 15 minutes, skin resistance not less than 45 as per BS-6044, material shall show no cracks on application to concrete blocks at Low Temperature, softening point 102.5oC ± 9.5oC as per ASTM D36 and yellowness index for white thermoplastic paint not more than 0.12 as per AASHTO M 249. As per SOR Ch-26 SI No.-2 |
| 36 | Providing and laying of hot applied thermoplastic compound5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35 upto date. The finished surface to be level, uniform and free from streaks and holes. Free from streaks and holes and shall comply with requirements as per Table 800-9 of (MORTH SPECIFICATION) Thermoplastic Material when tested in accordance with ASTM D36/BS-3262-(Part 1) daylight Luminance shall beAASHTO M 249 for white 45o-65% min and for yellow 45% min. , Drying time not more than 15 minutes, skin resistance not less than 45 as per BS-6044, material shall show no cracks on application to concrete blocks at Low Temperature, softening point 102.5oC ± 9.5oC as per ASTM D36 and yellowness index for white thermoplastic paint not more than 0.12 as per AASHTO M 249. As per SOR Ch-26 SI No.-3 |
| 37 | Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Impact Polystyrene) or Acrylonitrile Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280.The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 or equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. As per SOR Ch-26 SI No.-5 |
| 38 | Flexible Median Marker (FMM) should be used for improving median visibility during dark hours. , Use of Median Marker provides safety against collision happening with medians during night time , or severe weather. Flexible Median Markers shall be provided with fluorescent yellow colour retro-reflective sheeting Type XI as per IRC:67 upto date. Flexible Median Marker shall be of tough, high impact resistant, injection-molded, thermoplastic body with property of flexibility to provide high durability "and U shape structure having rebound / bounce back property. the sheeting shall be of Type XI conforming to IRC:67 upto date and it should be on both. As per SOR Ch-26 SI No.-6 |
| 39 | Supply & fixing of Acrylic Reflector TrafficDelineator System (AFT) Complete . As per SOR Ch-26 SI No.-9 |
| 40 | Supply & fixing of Bollard made(Single Side) out of 2mm thick aluminium sheet face to be covered with high intensity prismatic grade type IV sheeting , Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 .Welded poly shaped to make it monolithic pillar size 1200 mm high Bollard is having a frame 900x600 mm and 600 mm dia for fixation made out of 35 x 35 x 5 mm angle iron and from side is fully cover with PCC M-25 grade of concrete. (size of foundation 0.45x0.45x0.60m). As per SOR Ch-26 SI No.-14 |
| 41 | Supply & fixing of Bollard made(Single Side) out of 2mm thick aluminium sheet face to be covered with high intensity prismatic grade type IV sheeting , Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 .Welded poly shaped to make it monolithic pillar size 1200 mm high Bollard is having a frame 900x600 mm and 600 mm dia for fixation made out of 35 x 35 x 5 mm angle iron and from side is fully cover with PCC M-25 grade of concrete. (size of foundation 0.45x0.45x0.60m). As per SOR Ch-26 SI No.-14 |
| 42 | Supplying of Solar Raised Pavement Markers made polycarbonate molded body with circular shape , solar powered , LED self illumination in active mode , 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode . The marker shall support a load of 13635 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. As per SOR Ch-26 SI No.-16 |
| 43 | providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 upto date 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 properly designed foundation with PCC M-25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. As per SOR Ch-26 SI No.-18 |
| 44 | (i) 90 cm equilateral tringle with definition plate size (20cm X 60cm) . |
| 45 | (ii) 60 cm equilateral tringle with definition plate (20cm X 60cm) |
| 46 | (iii) 60 cm Circular with definition plate (20cm X 60cm) . |
| 47 | (iv) 80 mm x 60 mm rectangular with definition plate (20cm X 60cm) . |
| 48 | (v) 60 mm x 45 mm rectangular with definition plate (20cm X 60cm) . |
| 49 | (vi) 60 cm x 60 cm square with definition plate (20cm X 60cm) . |
| 50 | (vii) 90 cm high octagon |
| 51 | (viii) 50X60 cm single chevron |
| 52 | (ix) 50X60 cm Double faced single chevron |
| 53 | (x) 155X60 cm Double chevron |
| 54 | (xi) 30X90 cm (Left/Right) Object Hazard |
| 55 | (xii) 45X90 cm two wayObject Hazard |
| 56 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 upto date made of high intensity grade sheetingThe 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. As per SOR Ch-26 SI No.-19 |
| 57 | Supply, fixing & eraction of built up Overhead Structure of 12M-15M span comprising of two vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded 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. As per SOR Ch-26 SI No.-7 |
| 58 | Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminium skinaluminium composite panel face to be fully covered with High Intensity prismatic sheeting type IV as per IRC-67 upto date retro reflective sheeting with back frame MS angleof 35x35x5 mm and size of foundation (0.45x0.45x0.60)m with PCC M-25 grade of concrete.Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 .The sheeting shall have a pressure - sensitive adhesive of the aggressive - tack type requiring no heat , solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer. As per SOR Ch-26 SI No.-10 |
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