Widening and Strengthening of Dewa-Saddipur Road (ODR) road Km 0.000 to 9.750 in Block dewa District Barabanki.

Amount

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.

Construction of Embankment with approved material obtained from borrow pits with all lifts & leads upto 5.00 km , transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

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.

Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction.

Providing, laying , spreading and compacting of existing granular material adding cement and admixture using truck mounted / self propelled cement spreader shall have variable working width with microprocessor, controlled spray rate through augers and celluler wheels. the aggregate shall be in situ pulverized/stablize using four wheeled drive recycler having working depth up to 50 cm with veriable depth control system compacting with vibratory roller to achive design unconfined compressive strength. (Stablized base / sub-base old surface).

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. complete as per clause 503(ii)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) (Stablization with 1% cement & 3.50% Emulsion by weight of mix) 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.(ETA)

Providing and laying bituminous concrete (BC- 2) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG -40 @ 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

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.

Dewatering of seapage water of excavated earth after excavation including supply of all materials. labour and T&P etc.

Providing and laying Cement concrete 1:3:6 (1 cement :3 coarse sand :6 graded stone ballast 20 mm. nominal size) including supply of all materials. labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors.

Providing and laying Reinforced cement concrete in M-20 grade concrete including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specification Sl no. 12.8 D Case I.

Providing and laying Reinforced cement concrete in M-25 grade concrete including formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specification Sl no. 12.8 D Case I.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications as per MORT&H clause 1600 Sl. No. 12.4

Class- 150 brick work in 1:3 cement and coarsesand of 2.8 fineness modulus mortar in foundation and plinth including supply of all materials labour and ltools and p;ants etc. required for proper completion of the work.

Providing and laying of weephole in brick massonary in abutment and wing wall with 100mm dia PVC pipe extending through the full width of the structuer with slope of 1v:20 H towarddrawing force complete as per drawing and technical specification (MORTH &H-13.8/2706&2200)

Drainage Spouts complete as per drawing and Technical specification including supply of all materials , labours T & P etc. required for proper completion of the work as per MORT&H Specification 14.9 .

Pointing with cement mortar (1:3 ) on brick work in substructure as per MORT & H Specifications 1300 & 2200 13.2.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification as per MORT&H clause 710.1.4. of IRC 78 2200.

Supply & Laying of 1000 mm dia NP-4 reinforced cement conrete hume pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but etc. as per direction of E/I.

Brick soling with straight over burnt bricks laid on edge and dry inclusing prepration of subgrade to prescribed camber filling joints with local earth spreading binding coat 1 cm depth of local earth over the entire surface including supply of all materials, labour and T & P etc. required for proper completion of the work.

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 810

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. Rumble Strip

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (Intersection board)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x90 cm, 60 cm below ground lvel as per approved drawing Stop Sign

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. SPEED LIMIT

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 levelled. Uniform and free from streaks and holes (SOR Luckow 26 MoRTH -803 (8.13)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. SINGLE CHEVRON (NORMAL)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. HAZARD MARKER

Providing and fixing of Retro -Reflective Tree Plate of size 6"x6" made of 4 thick aluminium sheet. Face to be fully covered using high intensity Prismatic Grade (Type-IV) Reflective Sheeting of Avery Dennision, 3m of ther approved Brands as per MORT & H.Specification. Reflective sheeting shall by fully processed on base aluminum sheet.

Supply , Fixing & erection of builtup cantilever structure of 6 M span comprising of three vertical posts of 6M Height made up of 300MM N.B. heavey class M.S. pipe as vertical member welded with 10 mm M.S. plate at top &12mm M.S. plate at bottom. The horizontal Truss shall comprise of 50 mm dia. heavey class M.S. pipe and 40 mm dia heavevy M.S. pipe as bracing &10 mm M.S. plate at bottom for fixing to vertical post as per struture design & drawing with one coat of steel primmer and two coats of synthetic enamel paint.The work includes construction of R.C.C.foundation of size .9x.9 m of required depth as per site condition for built up structure including Earth work in excavation, 100 mm thick lean conc. in 1 :4:8 (cement,coarse sand and 40 mmgauge s/ballast) R.C.C.with 1:2:4 (cement,coarse sand and 20 mmgauge s/ballast) includind supply and fixing of 25 mm dia foundation bolts 600 mm long as per provision of structure design in cludind cost of reinforcement & shuttering. The leteral, vertical clearances and complete installation work shall be as per relevant clauses of MORT&H SPECIFICATIONS sECTION 800 AND irc-67 2010 complete in all respect.The rates shall be included cost of design , fabrication,supply,transportation,local shifting, erection of shinage structure using crane, inclusive royalty vat etc. all T&P,machine, material and labour required for proper completion of work as per direction of Engineer in charge

Providing & fixing of retro reflective signs with a corrosion resistant 4 mm thick aluminium composite pannel face to be fully covered with high intensity prismatic sheeting type IV as per IRC - 67 : 2010 retro reflective sheeting with MS angle frame of 35 x 35 x 5 mm on ms pole 100m diameter with wall thickness of 7.10 mm weighting 20 kg/rm. as per drewing even as per collering scheme as shown in the drawing.

Supplying and instalation of Delinators (road way indicators, hazard markers, object marker) 80-100 cm. high above ground level, painted black and white in 15 cm. wide strips, fitted with 80x100 mm rectangular or 75 mm dia circular reflectorised panel at the top buried or pressed into the ground and conforming to IRC:79 and the drawing.

The maintenance of above road work including all civil work to the required standards and in the manner as defined in CB Condition and keep the entire road surface, road shoulders and all structures in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 1St Year Maintenance Cost @ Charge - 0% (Total Cost of Item nos. 1 to 33)

The maintenance of above road work including all civil work to the required standards and in the manner as defined in CB Condition and keep the entire road surface, road shoulders and all structures in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 2nd Year Maintenance Cost @ Charge - 0.25% (Total Cost of Item nos. 1 to 33)

The maintenance of above road work including all civil work to the required standards and in the manner as defined in CB Condition and keep the entire road surface, road shoulders and all structures in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 3rd Year Maintenance Cost @ Charge - 0.50% (Total Cost of Item nos. 1 to 33)

The maintenance of above road work including all civil work to the required standards and in the manner as defined in CB Condition and keep the entire road surface, road shoulders and all structures in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 4th Year Maintenance Cost @ Charge - 0.75% (Total Cost of Item nos. 1 to 33)

The maintenance of above road work including all civil work to the required standards and in the manner as defined in CB Condition and keep the entire road surface, road shoulders and all structures in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 5th Year Maintenance Cost @ Charge - 1% (Total Cost of Item nos. 1 to 33)

SHIV CONSTRUCTION (BID ID -5042555)

M/S SRI JAN CONSTRUCTION (BID ID -5044422)