Widening and Strengthening work of (ODR) Atrauli Railway Station Marg

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 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

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 Morth Sl. 3.17) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

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 Morth Sl. 3.16) (for embankment) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

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 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by Engineer-InCharge within a distance of 60 meters (200 feet). (CH-17, Sl.694) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. As per Morth Specification 2.05 (202) (ii)-A & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

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. & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. (Including cost of Bituemen Emulsion)

Providing and laying 55 mm Dense graded Bituminous Macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.5 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. & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. (Including cost of Bituemen)

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 surface cleaned with mechanical broom. & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.(Including cost of Bituemen)

Providing and laying 30 mm bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 5.4 per cent 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 complete in all respects & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. (Including cost of Bituemen)

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve 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, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Construction of sub-grade 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 Sl. 3.18) (Local earth) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Construction of sub-grade 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 Carted earth 2 km (As per Morth Sl. 3.18) Carted earth 2 km & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet). (CH-17, Sl. 692) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

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. (MoRTH Sl.No. 12.04) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Reinforced Cement Concrete M25 in Open Foundation (in culvert) complete as per Drawing and Technical Specifications.. (As pr Morth Sl. 12.08-E case II) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Reinforced Cement Concrete M20 in Open Foundation (in drain) complete as per Drawing and Technical Specifications. . (As pr Morth Sl. 12.08-C case II) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications (Mort&h Sl.No. 13.01) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per clause MORT&H 12.42(1600) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Pointing with cement mortar (1:3) on brick work in substructure as per Technical Specifications & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Supply, laying and fixing of 600 mm dia NP3 class hume pipes in proper position in culvert. & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Supply/Laying of 40 mm guage dry OBB in Hume pipe culvert foundation including all materials, labour and T&P complete.(CH 20, SI-18) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

White washing with lime on undecorated wall surfaces (Two coats) to give an even shade including thoroughly brooming the surface to remove all dirt, dust mortar drops and loose scales of lime wash and other foreign matters..as per SOR CH 16, (Sl.No. 672) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

H.M., K.M. & 5th Km. Stone & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

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. As per SOR (CH-27, Sl.-7) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

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.. As per SOR (CH-27, Sl.-29) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Retro-Reflective Sheeting type-XI 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 - lack 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 lested 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/Goverment 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... As per SOR (CH-27, Sl.-13) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

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. As per SOR (CH-27, Sl.-2) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

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 Engineer-in-Charge. RPM As per SOR (CH-27, Sl.-5) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

M/S VIJAY KUMAR

National Highway Const. Co

M/S A B INFRAZONE PRIVATE LIMITED

M/s Akash Deep Construction Compnay

Noshe Ali Contractor

M/S SHIVA ASSOCIATES

M/S AMIT TRADERS

M/S HARENDRA SINGH