Widening and Strengthening work of Sasni Akrabad Road (ODR) from chainage 0.000 to 13.000 km.

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 (Excluding Cost of GST)

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. (Excluding Cost of GST)

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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (Excluding Cost of 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. (Laying Using Mechanical Paver) (Excluding Cost of GST)

Providing and applying primer coat with SS- 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 Bitumen or Emulsion But Excluding Cost of GST)

Providing and applying Tack coat with bitumen VG-10 on prepared bituminous surface including cleaning of road surface and spraying tack coat at the rate of 0.25 kg/sqm using mechincal means. (MoRT&H Specification No. 503) (Including Cost of Bitumen or Emulsion But Excluding Cost of 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 percent 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 MoRT&H specification clause No. 505 complete in all respects. (Including Cost of Bitumen or Emulsion But Excluding Cost of GST)

Providing and applying Tack coat with bitumen VG-10 on prepared bituminous surface including cleaning of road surface and spraying tack coat at the rate of 0.20 kg/sqm using mechincal means. (MoRT&H Specification No. 503) (Including Cost of Bitumen or Emulsion But Excluding Cost of GST)

Providing and laying bituminous concrete with higher capacity batch type 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 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 Bitumen or Emulsion But Excluding Cost of GST)

Construction of un-reinforced, dowel jointed, grade cement concrete pavement over a prepared sub base with 43 grade cement, 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 Concrete 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, temprature reinforced, admixtures as approved, curing compound, finishing to lines and grades as per drawing. as per MORTH Specification 602 S.No. No. 6.02 (Excluding Cost of GST)

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 (Excluding Cost of GST)

Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches by Hydraulic excavator/manual means. For Building/ Drain work only. As Per SOR 4.1.1 (Excluding Cost of GST)

Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. In Foundation and floors. As Per SOR 275(a) (Excluding Cost of GST)

Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : (a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Ch. 5 Sr. 6(a) (Excluding Cost of GST)

MS (for steel of plain) in plain work such R.C.C. or R.B. Work includin bending for porper shape and including supply of steel & its wastage, bend hooks, and authorized, overlapping shall be measured and including cost of binding wire. (Excluding Cost of GST)

Providing and laying of 40 mm gauge B/B under Hume pipe culvert foundation in road work including all materials, labours, T&P etc. required for completion of the work. As Per SOR 20-18 (Excluding Cost of GST)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) As Per SOR 6.1.1 (Excluding Cost of GST)

Supply and Laying of of 350 mm dia NP-3 Hume Pipe including 15%Transportation Charges includin all materials, Labour, T&P etc. complete as per requirements of Site. As Per Direction of E/I. foundation below HP Level (For 350mm) (Excluding Cost of GST)

Supply and Laying of of 600 mm dia NP-3 Hume Pipe including 15%Transportation Charges includin all materials, Labour, T&P etc. complete as per requirements of Site. As Per Direction of E/I. foundation below HP Level (For 600mm) (Excluding Cost of GST)

Supply and Laying of of 900 mm dia NP-3 Hume Pipe including 15%Transportation Charges includin all materials, Labour, T&P etc. complete as per requirements of Site. As Per Direction of E/I. foundation below HP Level (For 600mm) (Excluding Cost of GST)

Ruled Pointing on brick work with cement mortar of mix 1:3 (1Cement : 3 Fine Sand) SOR SI No. 574A (Excluding Cost of GST)

12 mm cement plaster on brick work with cement mortar of mix (upto 10 mtr height from Ground level) 1:4 (1 cement : 4 Coarse sand) As Per SOR 13.4.1 (Excluding Cost of GST)

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 672 (Excluding Cost of GST)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M15 PCC Grade M15 using batching plant & Concrete pump. (Excluding Cost of GST)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. 1500, 1700 & 2100 Sr 12.08 (R.C.C. Grade M-30) (Excluding Cost of GST)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications 1500, 1700 & 2200 sr no. 13.05. (RCC Grade M-30) (Excluding Cost of GST)

Supplying, fitting and placing HYSD (Fe-500) bar reinforcement in foundation complete as per drawings and technical specification clauses 1000 and 1202. (Excluding Cost of GST)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 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 Specifications (Excluding Cost of GST)

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 (Excluding Cost of GST)

Construction of Embankment with Material obtained from Borrowpits (Lead 2Km.) :-Construction of embankment with approved material obtained from borrow pits with all lifts and leads with 1 Km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (Excluding Cost of GST)

Supply of Laying Hume Pipe 1000 mm Dia (Excluding Cost of GST)

Brick soling with straight overburnt bricks laid flat including preparation of subgrade to required camber and including supply of bricks, filling joints with local earth spreading a blind coat of 1cm(3/8") depth of local earth P.I. 5 to 7 or sand over the entire surface and including labours, T&P etc. required for proper completion of work. (Excluding Cost of GST)

Supply and Filling of Gunny begss with local earth including placing as per requirement of site and as direction of E/I (Excluding Cost of GST)

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. (Excluding Cost of GST)

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Excluding Cost of GST)

Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. As per Morth Specification. Sr 2.04 (Excluding Cost of GST)

Dismantling of B.O.E soling/Inter locking tiles Including Stacking of serviceable material and disposal of unserviceable materials within a lead of 50m as per direction of EI/C (Labour only) (Excluding Cost of GST)

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). (Excluding Cost of GST)

Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet). As Per SOR Ch. 17 (694) (Excluding Cost of GST)

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 Morth Specification No.-15.01, 304(B) (Excluding Cost of GST)

Sand Filling in Foundation Trenches as per Drawing & Technical Specification. As per MORTH Specification No. 304, S.I. 12.3 (Excluding Cost of GST)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) As Per SOR Ch. 6 Sr. 5 (Excluding Cost of GST)

R.C.C. M-30 :- Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 (Excluding Cost of GST)

Providing and laying cement concrete wearing coat M-30 grade excluding reinforcement complete as per drawing and technical specification clause 800 and 1206.3 (Excluding Cost of GST)

Drainage Spouts complete as per drawing and Technical specification. As per MORT&H Specification No. 14.9 (Excluding Cost of GST)

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. (Excluding Cost of GST)

Back Filling behind abutment, wing Wall & Return wall Complet as per Drawing and Technical Specification. (Excluding Cost of GST)

Providing and laying filter media undermeath pitching in slopes completer as drawing and technical specification cl. 1302 (Excluding Cost of GST)

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.

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.

Lettering and painting with emamal paint (renewal coat) including cost of material, labour and T&P etc complete. (Ch-26, SI No. 10)

Hectometer

Km. Stone (Ordinary)

Km. Stone (5th)

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 tenderix)

90 cm equilateral triangle with deffinitation plate size (20cm×60cm)

Informatory Sign Board (45x60 cm Rectangular (For Villages)

Stope Board Octagonal

Hazard Board

chevron Board

Speed Limit Board Circular

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.

Retro-Reflective Sheeting type-IV with 4 mm thick ACM Single 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 (Aluminum Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting confirming to ASTM D4958-09 shall be Pressure fixed, The Retro reflective sheeting shall be listed 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.

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.

Part-A (Bituminous Work) 05 Year Maintenance Charge @ 2.50%) Routine Maitenance of road for 05 Years after the completion of work (Vide shasanadesh No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & letter No. 36890C/RMC/Mool-23-24 Dated 17.02.2024 of ENC PWD. Rate Excluding of G.S.T.) 1-1st Year @ Nill

2nd Year @ 0.25%

3rd Year @ 0.50%

4th Year @ 0.75%

5th Year @ 1.00%

BALAJI Construction (BID ID -5740288)

M/s Hanu Infrastructure Pvt Ltd (BID ID -5739618)

M/s R L A Constructions (BID ID -5741339)

VINAY KUMAR (BID ID -5747365)