Widening and Strengthening of Salempur-Bhanmau-Jaidpur- Safdarganj MDR in km-10 to 25

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 and backfilling with approved material.

Construction of embankment/shoulder with approved material obtained from borrow pits with all lifts and lead of 1km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.Including cost of all material,Labour,T&P etc. complete as per MORT&H specification and as per direction of Engineer-in-charge.

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.(Local Earth)

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

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.

Providing, laying, spreading and compacting graded stone aggregate of approved quarry to wet mix macadam after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% cement and 3.5% Emulsion in uniform single layer on sub base/ subgrade and and compacting with the road roller to achieve the desie density as per MORTH specification and as per direction of Engineer-in-charge.

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 with Bitumen Emultion Prime coat surface cleaned with mechanical broom.Including cost of all material,Labour,T&P etc. complete as per MORTH specification including cost of material, Labour, T&P etc. .Complete as per MORT&H Specification.

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.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 30 tonnes per hour 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. 509.

Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (Loam clay or sand) including lift upto 1.5 m. lead upto 50m and dressing of sides and rammings of bottom and disposal of surplus exdavated earth as directed by the Engineer I/C within a lead of 30 m.(SOR No. 251) For drain

Providing and Laying Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC 1:4:8 (SOR N0. 281)For drain

R.C.C work with cement approved course sand and 2 cm {314") gauge approved stone ballast in the proportion of 1:2:4 in lintels of doors and windows excluding supply of reinforcement and its bending but including its fixing and bending the same with 24 B.W.G. G.l. binding wire and including neccessary centering and shuttering etc. and also including supply of all materials, labours and T & P etc. required for proper completion of the work. Binding wire cost being included in the item. (SOR No. 283)For drain

First class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of materials T & P required for proper completion of work as per direction of Engineer in Charge.SOR No. 305(b))

Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (SOR No. 255)

Providing and laying 600mm reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Providing and laying 900mm reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 (SOR No. 582)

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)

Providing and laying Reinforced cement concrete in M-25 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.

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

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.Sl. No. 13.9

Providing and laying of hot appiled thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms 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 & eraction of built up Cantilever Structure 6 m span comprising of one vertical post of 6.00 m height made up of 300 mm NB heavy class MS pipe at top & 12 mmMS plate at bottom . The horizontal Trut shall comprise of 50 mm dia heavy class MS pipe and 40 mm dia heavy MS pipe as bracing & 10 mm MS plate at bottom for fixing to vertical pos as per structure design & drawing with one coat of steel primer and two coats of synthetic enamel plant .The work includes construction of RCC Foundation of size 0.90x0.90 M of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick lean concrete in 1:4:8 cement coarse sand and 40 mm gauge stone ballast RCC with and 1:2:4 cement coarse sand and 20 mm stone grit 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 clearances and complete. instalation work shall be as per relevent clauses of MORT&H specification section 800 and IRC 67:2010 compete 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 royalty, VAT etc. all T & P machine, material and required for proper completion of work as per direction of Engineer-in charge. Overhead

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 (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 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 & 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

The routine maintenance of above civil work Item No. 1 to 34 including cost of material T&P labour but excluding GST) for 1st year maintenance cost @ 0.0%

The routine maintenance of above civil work Item No. 1 to 34 including cost of material T&P labour but excluding GST) for 2st year maintenance cost @ 0.25%

The routine maintenance of above civil work Item No. 1 to 34 including cost of material T&P labour but excluding GST) for 3st year maintenance cost @ 0.50%

The routine maintenance of above civil work Item No. 1 to 34 including cost of material T&P labour but excluding GST) for 4st year maintenance cost @ 0.75%

The routine maintenance of above civil work Item No. 1 to 34 including cost of material T&P labour but excluding GST) for 5st year maintenance cost @ 1.00%

M/s Alok Infra Projects (BID ID -5001728)

M/S DEEPAK KUMAR AGARWAL (BID ID -5003782)

M/S LUCKY TRADERS (BID ID -5003356)

M/S KAPOOR STONE SUPPLIERS (BID ID -5003399)