Widening and Strengthening of Kaudiram Gajpur Road ODR in Distt Gorakhpur LOT NO-1 of 1

Amount

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 MORT&H Spe. 201 Sr. no 2.03 (Including Labour Cess & GST will paid extra as applicable)

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 location within all lifts and lead upto 1000m As per MoRT&H Specification Ref. No. 301 & Sr No. 3.06 (Including Labour Cess & GST will paid extra as applicable) (for Patri)

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 Spe. 3.17(305) (Including Labour Cess & GST will paid extra as applicable)

Construction of embankment with approved material obtained fromRight of way 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 Spe. 3.16(305) (Including Labour Cess & GST will paid extra as applicable)

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 Spe. 3.16(305)(Carted earth) (Including Labour Cess & GST will paid extra as applicable)

Construction of granular sub-base by providing Close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.as per MORT&H Spe. 4.01(401) (Including Labour Cess & GST will paid extra as applicable)

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.. 4.14. Sr. 406, (Including Labour Cess & GST will paid extra as applicable)

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 3.5% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density. 4.14 Sr. 406, (Including Labour Cess & GST will paid extra as applicable)

Providing and laying dense graded bituminous macadam Grading-II with 120 TPH batch type HMP producing an avarage output of 100-120 tonne per hour using crused aggregates of specified grading premixed with bituminous binder VG-30 @ 4.5 percent by weight of total mix and filler , transporting the hot mix to work site , layig with hydostatic paver finisher with sensor control to the required grade , level and aligmnment , rolling with smooth wheeled , vibratory and tendom roller to achieve the desired compaction as per MoRT&H Specification Clause 505 5.04 complete in all respects. (Including Labour Cess & GST will paid extra as applicable)

Providing and applying tack coat with bitumen /Emusion 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 503 Sr no 5.02) (Including Labour Cess & GST will paid extra as applicable)

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 percent 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 Sr no 5.05 complete in all respects. (Including Labour Cess & GST will paid extra as applicable)

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 Ref. No. 305 & Sr No. 3.18 (For Pateri Work) (Including Labour Cess & GST will paid extra as applicable)

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 Ref. No. 305 & Sr No. 3.18 (For Pateri Work) for carted earth (Including Labour Cess & GST will paid extra as applicable)

Extension of R.C.C. Culverts, Construction of HP culver 1000 mm dia and construction of RCC Drain 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 Ref. No. 305 & Sr No. 3.18 (Including Labour Cess & GST will paid extra as applicable)

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 Ref. No. 2100 & Sr No. 12.04 (Including Labour Cess & GST will paid extra as applicable)

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications As per MoRT&H Specification Ref. No. 1300& 2200 & Sr No. 13.01 (Including Labour Cess & GST will paid extra as applicable)

M-25 grade Providing and Laying Reinforcement concrete in sub/superstructure as per drawing and technical specifications Clauses As per MoRT&H Specification Ref. No. 1500, 1600, 1700 & Sr No. 14.01 (Including Labour Cess & GST will paid extra as applicable)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications As per MoRT&H Specification Ref. No. 1600 Sr No. 14.02 (Including Labour Cess & GST will paid extra as applicable)

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications As per MoRT&H Specification Ref. No. 1300 & 2200 Sr No. 13.02 (Including Labour Cess & GST will paid extra as applicable)

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 MoRT&H Specification Ref. No. 2504.2 Sr No. 13.10 (Including Labour Cess & GST will paid extra as applicable)

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 Technical Specifications As per MoRT&H Specification Ref. No. 2706 & 2200.2 Sr No. 13.08 (Including Labour Cess & GST will paid extra as applicable)

Providing and laying dry brick ballast (OBB) under and half round of the pipe as per SOR (Including Labour Cess & GST will paid extra as applicable)

Supply & laying of 1000mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar. As per SOR (Including Labour Cess & GST will paid extra as applicable)

Backfilling from local sand in foundation trenches as per drawing and technical specification as per SOR (Including Labour Cess & GST will paid extra as applicable)

Furnishing and Placing Reinforced/ Prestressed cement concrete in Sub-structure as per drawing and Technical Specification as per MORT&H 1500 &1700 2200 (13.05) (Including Labour Cess & GST will paid extra as applicable)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications 1600 & 2200 (13.04) (Including Labour Cess & GST will paid extra as applicable)

Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. as per MORT&H 700 & 2504 Sr. no 16.06 (Including Labour Cess & GST will paid extra as applicable)

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. 2503 Sr. no 16.01 (Including Labour Cess & GST will paid extra as applicable)

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications 2504 Sr. no 16.04 (Including Labour Cess & GST will paid extra as applicable)

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.(Including Labour Cess & GST will paid extra as applicable)

Construction of Rumble Strips Constructin of rumble strips covered with premix bituminous carpet over tack coat using Bitumen VG-10, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, etc. complete work ap per UPPWD Circular No.709 camp-ENC/01/Circular/17 dt. 26/9/17 (Including Labour Cess & GST will paid extra as applicable)

Retro-reflectorised Traffic sign as per IRC-67-2012 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 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75mm x 6mm firmly fixed to the ground by means of properly 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. 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. Proof of the same in form of government report shall be uploaded while quoting tender. as per section 12 of IRC 67. as per MORT&H 801 (8.4) (Including Labour Cess & GST will paid extra as applicable) i) 90 cm equilateral tringle with diffinitation plate size (20cm x 60cm) Rumble strip Sign

iii) 60 cm Circular with diffinitation plate (20cm x 60cm). Speed Limit sign

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. 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 and RCC M-25 cement 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, transportations, 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 802 (Including Labour Cess & GST will paid extra as applicable)

Retro-ReflectiveSheeting type-IV with 4 mm thick ACM Double Side: Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminium skin aluminium composite panel face to be fully covered with High Intensity prismatic sheeting type IV as per IRC-67:2012 retro reflective sheeting with back frame MS angle of 35x35x5 mm. 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. The ACM (Aluminium Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting confirming to ASTM D4956-09 shall be Pressure fixed. 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 & Proof of the same Report shall be uploaded which 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.. (R.R. Sheeting) as per MORT&H 801

Direction and place Identification signs up to 0.90 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 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 801 (8.5) (Including Labour Cess & GST will paid extra as applicable)

Bar Marking Providing and laying thermoplastic Repeated Bar Marking of with hot applied thermoplastic compound 15 mm thick including retroreflactive glass beads@ 500 gms per sqm area thickness of 5 mm is exlusive of suface applied glass beads as per IRC:35 the finished surface to be level uniform and free form streak and holes (Including Labour Cess & GST will paid extra as applicable)

Road Delinator Road Delinator Delineator: Supply & Fixing of MS 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 conceated 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 lan 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 steel Guide Poles shall conform to Type XI sheeting specifications as per IRC:67 and ASTM D4956 which would ensure to obtainl 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 67:2012 & Proof of the same Report shall be uploaded which 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. as per MORT&H 805 (8.15) (Including Labour Cess & GST will paid extra as applicable)

Pavement Markers (Cat Eye/ Road Stud) 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-Imoact Polystyrene) or Acrylonitrite 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 mouled of methyl methecrylate conforming to ASTM D788 of 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. the marker height shall not be less than 10 mm and shall not exceed 20mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture, epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In additiona two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge, RPM (with shank) as per MORT&H 804 (8.35) (Including Labour Cess & GST will paid extra as applicable)

Type-A, "W" : Metal Beam Crash Barrier 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 (8.23)(Including Labour Cess & GST will paid extra as applicable)

M/S RAJ CONSTRUCTION

JAI SHAKTI CONSTRUCTION

M/S Prabha Construction Co

SHAKUNTALA SINGH

M/S Paliwal Brothers

surya construction co.

M/S R.K.TRADERS

M/S JITENDRA SINGH