Rectification of Long Term measures of MoRTH identified 03 nos of Blackspots at Iradatganj Naya Pul Naini Bridge Section and Ghoorpur Kasba on NH 30 Old NH27 in the State of UP

Rectification of Long Term measures of MoRT&H identified 03 nos of Blackspots at Iradatganj, Naya Pul-Naini Bridge Section and Ghoorpur Kasba on NH-30 (Old NH-27) in the State of Uttar Pradesh.

NATIONAL HIGHWAY AUTHORITY OF INDIA, RO-Varanasi

Name of the Contractor

Sr. Name of Work Estimated cost (Excluding GST) Bid Price Quoted by the Contractor in percentage above or below (+/-) on estimate cost

1 Rectification of Long Term measures of MoRT&H identified 03 nos of Blackspots at Iradatganj, Naya Pul-Naini Bridge Section and Ghoorpur Kasba on NH-30 (Old NH-27) in the State of Uttar Pradesh. 117899643 0.00%

Total Cost (excluding GST) 117,899,643 117,899,643

4-Laning of Varanasi Gorakhpur Section of NH-29 from Km 12.000 (Design Chainage Km. 12.010) to Km. 88.000 (Design Chainage Km. 84.160) [Package-II from Sandah to Birnon] in the State of Uttar Pradesh under NHDP PHASE-IV on EPC mode.

Abstract of estimate for construction of Minor Junction which is not provisioned in CA where the Village Road / any other road connecting / intersecting to the Project Road based on UP PWD SOR Jaunpur and Varanasi circle w.e.f. 01.12.2020 and MoRT&H Standard Data Book as applicable.

Sl.No Item No. Items Unit As per submission by Authority Engineer Remarks

Quantity *Rate in Rs. Amount in Rs.

1 3.18 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 Cum. 7790.00 ,,,314 2,446,060

2 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Cum. 3423.88 ,,5,078 17,386,437

2 4.1A Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grade-V Cum. 2232.00 ,,4,723 10,541,736

3 4.14B 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum. 3910.63 ,,4,479 17,515,689

4 5.1A Providing and applying primer 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 to 1.00 kg/sqm using mechanical means. Sqm. 15642.50 ,,,60 938,550

5 5.4B 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. Cum. 938.55 ,,9,508 8,923,733 DBL Service road Contract

6 5.2(i) Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. Sqm. 31285.00 ,,,18 563,130

7 5.5B 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 Cum. 469.84 ,,10,853 5,099,146 DBL Service road Contract

8 8 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 2mm thick aluminium sheeting, 3mm/4mm thick Aluminum composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.

(a) (ii) 90 cm equilateral triangle No. 114 ,,4,838 551,532

(b) Flag Type Direction sign 90 cm x 75 cm rectangular No.

(b) (iii) 75 cm high octagonal Stop Sign Board No. 38 ,,5,528 210,064

(d) Direction and Place Identification Signs upto 0.9 sqm Size Board. No.

9 Supplying and installation of hazard markers, object markers 80-100 cm high above ground level complete as per instruction of Engineer or as per specification. No.

9 8.13 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. Sqm. 1944 ,,,689 1,339,416

10 8.1 (ii) Cast in Situ Cement Concrete M20 Kerb Lm 57 ,,,519 29,583

11 8.8 Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) Sqm. 19 ,,,89 1,725

12 8.27 Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 10 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with LED and fixed firmly in concrete foundation. Nos, 15 91942 1,379,130 Rate from Agreement of PIU-Varanasi

13 Providing and erecting a high mast pole lighting with 30 m high hot dip galvanised mast designed to withstand forces exerted with wind speeds of 180 km per hour with 3 seconds gust, as per IS:875 (Part 3) - 1978, fitted with a base flange, door at the base of mast with heavy duty internal lock, lantern carriage, suitable winching arrangement for safe working load of 750 kg and high powered electrically driven power tools for raising and lowering of lantern carriage, flexible 8 core electric cable, lightening conductor, earthing terminal, and fixing 2 nos aviation obstruction lights on top of the mast, all complete as per approved design and drawings. Including all cabling and foundation works. i.e. 30 MTR High mast with Accessories Top and Bottom: 150/460mm Thickness: 4mm/3mm Base Plate 670X30mm Foundation, Bolt-12 Nos. , M30X1000MM base Plates Unit cable for 12Nos Fitting Arm :6/12 Ampere, cable 5CX2.5 SQMM Round Copper, single DOM Aviation Light with Accessories, High mast Foundations Job, Erection High Mast with Crane and Installations LED, 250 Watt LED Light, High mast Panel, Making Trench for cable laying MTR, Supply 4CX25 Cable cable Aluminum. Nos. 9 808,000 7,272,000 Market Rate

A. Total Amount (RS.) = 74,197,931.00

C. Total Amount (A+B) = 87553559

D. Labour Cess @ 1.0% of (A) 1% 741979

E. Total Amount (C+D) = 88295538 % of Contract Price

F. Contigency (Includes additional work as and when required by Authority & will be paid/reimburshed after production of certified/verified bill by AE & Authority) 5000000

G. Grand Total Amount (E+F) = 93295538

Say= 932.96 Lakhs