Widening and Strengthening Work at Kasganj Amanpur Sidhpura Patiyali Road ODR KM 1 to 15 280 in Distt Kasganj In Fy 2023 24

Amount

Excavation for roadwork in soil with hydraulic excavator 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 clause 301 (But Excluding GST)

Construction of sub-grade and earthen shoulders with approved material obtained from roadway cutting with all lifts & leads to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (But Excluding GST)

Carted Earth work in embankment with approved material obtained from borrow pits with all lifts and 1km. Lead transporting to site, spreading, grading to required slope and compacting to meet requirement or table 300-2. As per MoRTH specification no. 305, Sr. No. 3.16, 10(800) To 11(300) (But Excluding GST)

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (But Excluding GST)

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. (But Excluding GST)

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (But Excluding GST)

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 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, deboning strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing (But Excluding GST)

Laying of I shaped precast Interlocking tiles of thickness 100mm (Compressive strength not less then 30Mpa and weight 4.50Kg.) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. Including all taxes. (But Excluding GST)

Providing and applying primer coat with SS2 grade bitumen 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. (But Excluding GST)

Providing and applying tack coat with bitumen VG-10 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.25Kg sqm using machine means.(MoRTH 503). (But Excluding GST)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total 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. 505 complete in all respects. (But Excluding GST)

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (But Excluding GST)

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 @ 5.4% of mix and filler, transporting the hot mix to work site, laying with aq hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled vibratory and tandem rollers to active desired compacting as per MORTH specification Clause 509 complete in all respect (MORTH 509) (But Excluding GST)

Construction of sub-grade and carted earthen shoulders with approved material obtained from borrow pits with all lifts & leads up to 1 KM transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (But Excluding GST)

Supply and fixing of KM/ hectometer Stone including cost of all material labour T&P etc complete. (But Excluding GST)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (But Excluding GST)

Dismantling Brick work/Stone Work/RCC in lime or Cement Mortar and including stacking of materials as directed by Engineer in charge within a distance of 60meter (200 feet) Including Cost of labour, T&P and all taxes But Excluding GST (PWD SOR Ch.-17).(SI-No-692)

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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. MORT&H Clause 304(3.13) (But Excluding GST)

Providing and laying boulders Apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each as per drawing & Technical Specifications. Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 2503(15.1)

PCC M-15 Grade leveling course below approach slab complete as per drawing and technical specifications. Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 2700(14.10)

Plain / Reinforced cement concrete in open foundation complete as per drawing and technical specifications (PCC Grade M-15). Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1500, 1700, 2100 (12.8 A)

Plain / Reinforced cement concrete in open foundation complete as per drawing and technical specifications (PCC Grade M-20) Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1500, 1700, 2100 (12.8B)

Plain / Reinforced cement concrete in open foundation complete as per drawing and technical specifications (RCC Grade M-25). Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1500, 1700, 2100 (12.8E)

Plain / Reinforced cement concrete in Sub structure complete as per drawing and technical specifications (RCC Grade M-25) height up to 5m. Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1500, 1700, 2200 (13.5F)

Furnishing and placing Reinforced / prestressed cement concrete in super structure as per drawing and technical specifications (RCC Grade M-25). Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1500, 1600, 1700 (14.1 B)

Reinforced cement concrete approach slab including reinforcement and form work complete as per drawing and technical specifications. RCC Grade M-30 (Approach slab). Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1500, 1600, 1700, 2704 (14.11)

Providing and laying Cement concrete wearing coat M-30 Grade including reinforcement complete as per drawing and technical specifications (RCC Grade M-30). Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 2702 (14.4)

Supplying fitting and placing Un-Coated HYSD bar Reinforcement in foundation complete as per drawing and technical specifications. Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1600 (12.42)

Supplying fitting and placing HYSD bar Reinforcement in sub structure complete as per drawing and technical specifications. Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1600, 2200 (13.6)

Supplying fitting and placing HYSD bar Reinforcement in super structure complete as per drawing and technical specifications. Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1600 (14.2)

Sand Filling in uder foundation complete as per Drawing and Technical Specifications. Clause No 304 sr no 12.3 (But Excluding GST)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 1200 Sr.no12.4 PCC Grade M 10 (Nominal Mix 1: 3:6) (But Excluding GST)

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. 1500,1600 &1700 Sr. No.14.1C (But Excluding GST)

M-150 Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. 1300 Sr.no.12.5 (But Excluding GST)

M-150 Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications Clause 1300&2200 Sr. No.13.1 (But Excluding GST)

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification, As per MORTH Specification 170.1.4 of IRC:78 & 2200, S.I. 13.90 (But Excluding GST)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical SpecificationsAs per Morth Specification 13.80 S.I. 2706&2200 (But Excluding GST)

12 mm Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications ( Cluase- 13.2 1300&2200) (But Excluding GST)

Plain Cement Concrete M-15 Ordinary Grade (1:2.5:5) in Levelling course Below approch Slab complete as per Drawing and Technical Specifications. As per Morth Specification 13.50 S.I. 1500 ,1700 &2200 (But Excluding GST)

Filling of Dry 40 mm Brick Ballast of in side of pipe. per PWD specification (SI-2A) (But Excluding GST)

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications As per MORT& H Clause 1300 & 2200 (13.2) (But Excluding GST)

Providing laying and fixing of 1000 mm dia NP-3 Class Spigot Hume Pipe (But Excluding GST)

Providing laying and fixing of 600 mm dia NP-3 Class Spigot Hume Pipe (But Excluding GST)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. 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:35-2015 The finished surface to be level, uniform and free from streaks and holes. SI 2 CH-27 (for center and edge line) (But Excluding GST)

Providing and Constructing of Speed Table (Tropizoidal Hump) with Bituminous Concrete with bituminous binder V.G.-30 to the required grade, level and alignment, rolling with smooth Wheeled Rollars to acheive the desired compaction as per direction of Engineer in charge. (But Excluding GST)

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×75 mm×6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm×45 cm×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 SI 18(VII) CH-27 (for 90 cm high octagon) (But Excluding GST)

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×75 mm×6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm×45 cm×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 SI 18(VI) CH-27 (for 60 cm × 60 cm square with diffinitation plate (20cm×60cm)) (But Excluding GST)

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, 150×75×5 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 galvanized by hot dip process, all fittings to conform to IS: 1367 and 18:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150×75×5 mm, 330 mm long complete as per clause 810 SI 27 CH-27 (But Excluding GST)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated/ Transverse bar) Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. SI 3 CH-27 (Repeated/Transverse bar) (But Excluding GST)

Reflective Raised 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-impact Polystyrene) or Acrylonitrite Butadiene 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 containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+1-5 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 20 mm & 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 addition, a 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 E/Charge.SI 5 CH-27 (RPM (with Shank)) (But Excluding GST)

Tree Plate Supply & Fixing of Retro reflective Tree Plate having size 15cm×15cm, consisting Type XI Retro reflective Sheeting fixed Over 1.50 mm thick aluminium sheet including labour, Material T&P etc for proper completion of the work. The rate shall include all materials, labour. T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in- Charge. SI 21 CH-27 (But Excluding GST)

12 m-15 m Span Over Head Structure with 300 dia MS two vertical post Supply, fixing & erection 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 0.90×0.90×1.50 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 SI 7 CH-27 (But Excluding GST)

6M Span overhead Cantilever Structure with 300dia MS one vertical post Supply, fixing & erection 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 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 M$ 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 0.90×0.90×1.50 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 - M25 grade 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, 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. SI 4 CH-27 (But Excluding GST)

Road Delineator 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 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 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 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 67:2012 & 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. SI 1 CH-27 (But Excluding GST)

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×75 mm×6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm×45 cm×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 SI 18(VIII) CH-27 (for 50×60 cm single chevron) (But Excluding GST)

RAM SANEHI AND SONS

National Highway Const. Co

M/s Raj Laxmi Enterprises