Widening and Strengthening of Bashari Link Road ODR From km-1 to 8(640) in District Banda

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 Specification No.301(3.60)

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 Specification No. 305(3.16)

Construction of embankment with available from excavation with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. As Per Specification No. 305(3.17)

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. Coarse Graded Gr-1

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 (As Per Clause 406-4.14)

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 less than 150 kg per 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. As per TS Clause-601

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, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing (M-35 Grade) As per TS Clause-602

Construction of earthen Shoulder with cartage earth approved materials obtained from borrow pits with all lifts and leads transpoting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

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 TS Clause-304(9.1(B))

Supply & Filling of Sand in Foundation Trenches as per Drawing & Technical Specification No-304

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 TS Clause 2100

Reinforced Cement Concrete for wall & slab . RCC Grade M25 using batching plant transit mixer & Concrete pump etc. complete as per Drawing and Technical Specifications No.-1500, 1700 & 2100

Providing & Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)

Supply & Laying cement concrete pipe NP-3 350 mm dia (burried Conduits) on first calss bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation protection works, backfilling. concrete and masonary work in head wall and parapoets as per MORD specification no. 1100 sr no. 9.7 as per Data book item no. 9.70

Plain Cement Concrete M-15 Grade in Open Foundation complete as per Drawing and Technical Specifications. (Using 40mm+20mm+10mm). As per TS Clause 1500,1700 & 2100

RCC Grade M25 Reinforced cement concrete in raft/foundation complete as per drawing and Technical Specifications. As per TS Clause-1500, 1700 & 2100 (9.14 Case-II)

RCC Grade M20 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. (40mm+20mm+10mm) As per TS Clause 1500, 1700 & 2100 (In Wing Wall)

Cement concrete with 2cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 1 : 2 : 4 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. As per SOR No-279(a)

Supplying, Fitting and Placing un-coated HYSD/TMT bar Reinforcement in foundation & in all places complete as per Drawing and Technical Specifications. As per TS Clause-1600

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. Asper Clause-2706&2200

Providng & Fixing of Drainage Spouts complete as per drawing and Technical specification. As per TS Clause-2705

Supply & Fixing of 1000mm dia NP-3 Class hume pipe. All Material, Labour, T&P etc also including labour cess, royalty and all other applicable Taxes. SI No. New Item Chp-1

Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work.

Raised pointing with cement and fine sand of 1.25 fineness modulus mortar on brick work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work

Providing and laying of hot appiled 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 streak and holes

Supply & Fixing of Road Stud (Cat eye) Type Z-ASTMD-4956-04 Avery Dennison/3-M (USA MAKE) consisting of ASA plastic housing fitted with tighty adherent ploiting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light I/C all tax. As Per Lucknow SOR Sr. No-5 & MoRT&H-804(8.35)

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 aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75mm x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawings. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular glass and fungus resistance, 3 years of 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 in obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product bt 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 MoRTH Specification-801 (8.4) (iii) 60cm Circular with diffinitation plate (20cmx60cm) (Speed Limit)

Same as Above But 80mm x 60mm rectangular with diffinitation plate (20cmx60cm) (Informatroy Sign Board)

Same as Above But 60mm x 45mm rectangular with diffinitation plate (20cmx60cm) (Cautionary Board)

Supply and fixing and Erection of built up overhead structure 12m-15m, span comprising of two vertical post 6mtr height made up to 300mm N.B. Heavy class M.S. Pipe as vertical welded with 10mm M.S. Plate at top & 12mm MS Plate at bottom. The Horizontal truss shall comprise of 50mm dia heavy class M.S. Pipe and 40mm dia heavy MS Pipe as bracing and 10mm MS plate at bottom for fixing to vertical post per structure desing and dwaring with one of steel primer and two coats of synthetic enamel paint. The Work including construction at RCC foundation of ste 0.90x0.90mm of required depth as per site condition for built up structure including earth work in excavation 100mm thick layer concrete in 1:4:8 (Cement coarse sand and 40mm GSB) R.C.C. with 1:2:4 (Cement coarse sand and 20mm stone grit) including supply and fixing of 28mm dia foundation bolts 800mm long as per provision of structure desing including cost of reinforcement & structuring the lateral vertical clearance complete

Supply of reflection sign board made out of 2mm thick aluminium sheet face to be fully covered with heat activated high intensity grade encapsulated lens type Retro Reflective Sheetng as per colour required. The retro Reflective sheet shal be procesed on base aluminum subtract by heat lamp vaccum aoolicator signs, letters and symbol shall be cut be computerised cutting machine and fabricated cut of high intensity grade sheeting/screen printing. Board are to supplied along with back supported angle iron frame of 35x35x5mm back side of the aluminium sheet shall be painted with stove enamel process.

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 .The finished surface to be level, uniform and free from streaks and holes. (Repeated bars) MORTH-803(8.130)-Base

Providing and laying of hot applied thermoplastic compound 15 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 15 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. (Repeated bars) MORTH-803(8.130)-Base

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 property 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, flexiblity, 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 internationla condition. (IX) 155×60 cm Double chevron.

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 75mm x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concreate 45cm x 45cm x 60cm, 60cm below ground level as per approved drawings. 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 glass and fungus resistance, 3 years of 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 in obtained from internation condition, it should also be obtained from indian condition within 3 years of launching of product bt 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 (30cmx90cm rectangular Hazard Marker)

M/S SURESH CHANDRA GUPTA

M/s Juneja Construction Pvt Ltd

BHARDWAJ UNIBUILD PRIVATE LIMITED

Jeet Construction