ATAINAGHAT KAMPIL KAIMGANJ SANKISA MOHAMMADABAD MARG MDR 097C KE KM 23 344 SE 35 456 TAK KE WIDENING AND STRENGTHENING KA KARYA

Amount

Excavation in Soil using Hydraulic Excavator CK 90 and tippers with Disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9cum bucket capacity 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 MoRT&H specification No. 301 Sr. No. 3.6

Construction of Embankment with Material obtained from Borrowpits Construction of embankment with approved material obtained from site with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. As per MoRT&H specification No. 305 Sr. No. 3.16

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained form borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. As per MoRT&H specification No. 305 Sr. No. 3.18

Construction of Embankment with Material Deposited from Roadway Cutting 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.

Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) Construction of granular sub-base by providing coarse graded material of 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.including of all taxes.

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mecahnical 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 compacitng with vibratory roller to achieve the desired density. As per SI No. 406 including of all taxes.

Prime Coat Providing and applying Prime Coat with SS1 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. As per MoRT&H specification No. 502 Sr. No. 5.1

Tack Coat Providing and applying Tack coat with bitumen V.G.-10 grade using bitumen pressure distributor@ 1750sqmphr cap. at the rate of 0.30Kg. per Sqm. on the prepared granular and bituminous surface cleaned with mechanical broom @1250sqmphr and air compressure @ 250cfm capacity including all taxes, cost of all material , labour T&P etc. required for proper completion of the work.including of all taxes.

Dense Graded Bituminous Macadam Providing and laying Dense Graded bituminous macadam with Higher Capacity batch HMP Using crushed aggregates of specified grading, premixed with bituminous binder @4.0 percent weight of total mix and filler, transpoting the hot mix to work site, laying with a hydristatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compatction as per MoRT&H Specifications clause 505 Sr. No 5.04 complete in all respects.

Bituminous Concrete Providing and laying bituminous concrete with 100-120TPH batch type HMP producing an average oitpir ot 75 tonne per hour ising crished aggregated of specified grading premixed with bituminous binder @ 5.4% by weight of total mix and filler. Transporting the hot mix to work site and laying with hydrostatic paver finisher with sensor control to the required grade level and alignment and rolling with smooth wheeled Vibratory & tendem roller to achieve the desired compaction as per MORT & H specification clause 509 complete in all respects.

Providing and laying in Cement Concrete 8:4:1 not less than strength of M-150 :8 stone ballast (40mm. nominal size), :4 approved coarse sand : 1 cement including cost of formwork in foundation and floors as per proper completion of the work.As per SI. No. 281

Cement concrete with 2 cm gauge approved stone ballast approved coarse sand cement in the proportion of 4:2:1 including supply of all material T&P etc. required for proper completion of work.

Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification

M – 150 Class Brick Work in 1:3 cement & Coarse Sand mortar in foundation and plinth i/c supply of all materials, labour & tools & plants etc. required for proper completion of work. Si.No. 307

R.C.C. work with cement approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:1.5:3 in slab and bed block excluding supply of reinforcement and its bending but including its fixing and bind the same with 24 B.W.G.G.I binding wire etc. required for proper completion of the work. including cost of binding wire.

12 mm cement plaster in single coat on fair side of single or half brick wall for interior plastering including arises, interior rounded angles chamfers and rounded angles not .exceeding 80mm in girth and finished even and smooth 1 cement and 3 coarse sand

Providing and laying pitching on slopes laid over prepared filter media as per drawing and Technical Specifications clouse 1302.

Supply, laying and cosolidation of dry brick with hand rammer including supply of all materials labour and T&P etc.

Supply, of 600 mm dia NP-3 Class Hume pipe

Laying and fixing of 600 mm dia NP-3 Class Hume pipe

Supply, of 900 mm dia NP-3 Class Hume pipe

Laying and fixing of 900 mm dia NP-3 Class Hume pipe

Supply of Hume pipe 1200 mm dia NP-3 in Proper place and position with color joint filled with Jute and cement slury. Including supply of all material, labour T&P etc. required proper completion of work.

Laying fixing of Hume pipe 1200 mm dia NP-3 in Proper place and position with color joint filled with Jute and cement slury. Including supply of all material, labour T&P etc. required proper completion of work.

Providing and laying Road Marking as per IRC:35-1997 using Thermoplastic (Hot Application) colour white/yellow by indigenous manually propelled road marking machine with single coat of 2.5mm thick as directed by Engineer-In-Charge including cost of conveyance all in gradients such as Binders, Glass beads, Titanium-di-oxides, Calcium - carbonate pigments as per MORT&H specification of clause-803.4.1.2 for the preparation of Thermoplastic requirement for Glass beads shall be table No.803.4.1.3 of MORT&H specification including cost of all materials, labour, T&P and hire charges etc.required for proper completion of work at site.

TRAFFIC SIGNS-SINGLE CHEVRON (NORMAL) Providing and fixing of retro-reflectorised SINGLE CHEVRON (cautionary, mandatory and informatory sign) as per IRC:67-2012 made of high intensity grade sheeting vide clause 801.3, friced cover aluminium sheeting type IV, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly 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.Retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67-2012 & proof of the same in form of goverment report shall be uploaded while quoting tender. (Size 50x60 cm single chevron)

TRAFFIC SIGNS-STOP Providing and fixing of retro-reflectorised Stop sign (900 mm high octagon) cautionary, mandatory and informatory sign as per IRC:67-2012 made of high intensity grade sheeting vide clause 801.3, friced cover aluminium sheeting type IV, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly 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.Retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67-2012 & proof of the same in form of goverment report shall be uploaded while quoting tender.(Size 900 mm high octagon)

TRAFFIC SIGNS-MAXIMUM SPEED LIMIT Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board (30cmx90cm/45cmx60cm rectangular) 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 (60cm equilateral trangle with defination plate (20x60cm)

TRAFFIC SIGNS - Curve 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 (as per IRC:67-2012 clause 14.60) 90cm eqilaperal tringle with deffinition plate size (20x60 cm)

Direction and place Identification signs up to 0.90 sqm size Board Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting The retro reflective sheeting type-IV shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. vide clause. 801.3 fixed over aluminium sheeting 2 mm thick with area exceeding 0.9 sqm. Supported on a miled steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm., below ground level as per approved drawing. complete

TRAFFIC SIGNS - Hospital/School/Abadi 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 (as per IRC:67-2012 clause 14.60) 80x60cm eqilaperal tringle with deffinition plate size (20x60 cm)

TRAFFIC SIGNS - Right / Left side road (T) 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 (as per IRC:67-2012 clause 14.60) 60x45cm rectangular with deffinition plate size (20x60 cm)

Maintenance Cost of 1st Year …………. 0% (as per G.O. No/ 17/2024/SA0-113/23-1-2024-23-1099/113/2023 dated 16-01-2024)

Maintenance Cost of 2nd Year …………. 0.25% (as per G.O. No/ 17/2024/SA0-113/23-1-2024-23-1099/113/2023 dated 16-01-2024)

Maintenance Cost of 3rd Year …………. 0.50% (as per G.O. No/ 17/2024/SA0-113/23-1-2024-23-1099/113/2023 dated 16-01-2024)

Maintenance Cost of 4th Year …………. 0.75% (as per G.O. No/ 17/2024/SA0-113/23-1-2024-23-1099/113/2023 dated 16-01-2024)

Maintenance Cost of 5th Year …………. 1.00% (as per G.O. No/ 17/2024/SA0-113/23-1-2024-23-1099/113/2023 dated 16-01-2024)

M/S MAA VINDHYAVASANI CONSTRUCTION

M/s Raj Laxmi Enterprises

M/S JAIN BROTHERS

PAWAN KUMAR SINGH

RADHEY SHYAM SINGH

RAJ CORPORATION LTD