Construction of 2.5 km road from Shaheed Path towards Pipraghat on LHS of Gomti River, Lucknow, UP

Providing and laying of ROC/PCC in Road side drain, Median drain, Utility Duct, Retaining wall & Protective Work

PCC Grade M-15 for Drain etc, as per Drawing or as directed by engineer Incharge (POC thk.=100mm)

Cast-In-situ Grade RCC M-20 for open Drain etc, as per Drawing or as directed by engineer Incharge

Steel

Construction of Chute Drain (average length 19m) at 15m spacing Including all as per techinical specification As per Drawing or Directed by Engineer Incharge

a) M-15 grade in Foundation of Drainage chutes (0.09 Cum/Lm)

b) M-20 grade in Drainage chutes (0.251 Cum/Lm)

Providing Boundary Stones @ every 30m along alignment

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 C

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMCin 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.

Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMCin 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

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

Providing and applying tack coat 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.

Tack Coat on Bituminous surfaces -Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by 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.

Providing and laying bituminous concrete with higher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of 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

Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with pre-cast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel..

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

Construction of K.C. Drain with 1:2:4 C.C. including 100 mm thick base concrete of 1:4:8 cement fine sand & 40 mm nominal size O.B.B. and also including earth work in excavation in proper slop & Camber. Including all labour, T & P etc. required for proper completion of work.

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.

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.

Painting or vanishing on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials , labor and T & P etc. required for proper completion of work. Paint to be used should confirm to the I.S.I. No. 103 1950 Same as in item 641 above but for every coat after 1s coat . Details of cost for 650 sft .

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. 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 (D4956-09) 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 upto date & Proof of the same Report shall be uploaded with quoting tender. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge.

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 be AASHTO 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. Container of the thermoplastic material shall be clearly and indelibly marked with Name, Trade mark or other means of indentification of manufacturer, Batch No., Date of manufacturer, Colour, Maximum application temperature and maximum safe heating temperature. Glass beads shall meet the gradation requirement as per Table 800-10 of MORTH SPECIFICATION. The Glass beads shall have a minimum Reflective Index of 1.5 and 70% Roundeness. The Pavement Temperature shall not be less than 10oC during application of Hot thermoplastic paint. The Contractor shall furnish to the Engineer a copy of certified test reports from the manufacturer of the thermoplastic material/glass beads showing results of all test specified in MORTH SPECIFICATION and shall certify that the material meet all requirement of specification.

Providing and laying of hot applied thermoplastic compound 5 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 be AASHTO 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. Container of the thermoplastic material shall be clearly and indelibly marked with Name, Trade mark or other means of indentification of manufacturer, Batch No., Date of manufacturer, Colour, Maximum application temperature and maximum safe heating temperature. Glass beads shall meet the gradation requirement as per Table 800-10 of MORTH SPECIFICATION. The Glass beads shall have a minimum Reflective Index of 1.5 and 70% Roundeness. The Pavement Temperature shall not be less than 10oC during application of Hot thermoplastic paint. The Contractor shall furnish to the Engineer a copy of certified test reports from the manufacturer of the thermoplastic material/glass beads showing results of all test specified in MORTH SPECIFICATION and shall certify that the material meet all requirement of specification.

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 .the faces whereby providing maximum reflectivity at longer distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the injection molding process. FMM shall be fixed by a combination of epoxy adhesive and grouting/ drilling on concrete medians or properly constructed solid medians. Height: The marker height shall be a minimum of 180 mm. width 120 mm & Body Thickness: 6.5 mm. the shanks shall not be less than 20 mm and depth shall not be less than 30 rnm Reflective Area: Shall not be less than 90 cm square . Proof of the same Report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall with stand 50 kg f Tensile loads conforming to ASTM D638 method. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge.

Supply & fixing of Acrylic Reflector Traffic Delineator System (AFT) Complete .

providing 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 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm, 60cm 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 retroreflection, day time colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years out door 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 (D4956-09)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 out door weathering of the sheeting as per IRC67:2012. Legends, letters, numerals and border set 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.

(i) 90 cm equilateral tringle with definition plate size (20cm X 60cm) .

(ii) 60 cm equilateral tringle with definition plate (20cm X 60cm)

(iii) 60 cm Circular with definition plate (20cm X 60cm) .

Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 upto date 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