NIT-15/BIADA/2026-27 CONSTRUCTION OF FLEXIBLE PAVEMENT AT MGC UDAKISHANGANJ

TECHNICAL BID SHEET

BIHAR INDUSTRIAL AREA DEVELOPMENT AUTHORITY First Floor, Udyog Bhawan, East of Gandhi Maidan, Patna

NIT No : SHORT TENDER NIT NO.-15/BIADA/2026-27

Bill of Quantity for/Name of Work : CONSTRUCTION OF FLEXIBLE PAVEMENT AT MGC UDAKISHANGANJ

Time of Completion (in months) : 02 (Two) Months

Sl No. Details To be Filled in color cells by Contractor

1 Name of the Contractor

2 Address of the Contractor

3 Registration No. with the Name of Department

4 Form Fee (A) As prescribed in Tender document, in favor of BIADA PATNA (in shape of Demand Draft only) Rs. 11,800/-

5 Earnest Money (A) As prescribed in Tender document, duly pledged in Favour of BIADA,PATNA.

Bid Security Amount - Rs. Bid Security Amount - Rs. 53,600/-

6 Registration No. with the Name of Department

9 Character Certificate

10 Similar Work Experience Not less than 50% of the total Estimated Amount

11 Affidavit as per NIT/Tender Document

12 Turnover last three Financial Year with UDIN Number

13 IT Return last Three Finacial Year

14 Non blacklisted by any State Govt./Central Govt. / Govt. undertaking in India as on the date of bid opening

15 Non debarred by any Department

BILL OF QUANTITY

CONSTRUCTION OF FLEXIBLE PAVEMENT AT MGC UDAKISHANGANJ Length =130.00 m, Width = 5.00 m

SL No. Item Code Description of Items Unit Quantity Rate Amount

1 RCD-26 2.03 Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of unserviceable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.

(ii)By Mechanical Means using dozer

(A)In area of light jungle Hectare 0.08 195483.00 15247.67

2 RCD-26 3.18 Construction of Subgrade and Earthen Shoulders. Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits 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. Cum 390.00 217.30 84747.00

3 RCD-26 4.01A GranularSub-BasewithGradedMaterial (Table: 400-1) Plant Mix Method:- (A)Construction of granular sub-base by providing close graded Material, mixing in amechanical 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.

(ii) For grading-II Material Cum 130.000 1281.40 166582.00

4 RCD-26 4.14A Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing theMaterial with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver insub-base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 162.50 1588.20 258082.50

5 RCD-26 5.01 A(i) Prime Coat over WMM/WBM. 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 kg/sqm using mechanical means. Sqm 650.00 48.40 31460.00

6 RCD-26 5.02(i) Tack Coat on Bituminous surfaces. Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Sqm 650.00 14.50 9425.00

7 RCD-26 5.04(B) Dense Grade Macadam Grading-II. Providing and laying dense graded Bituminous madam with higer capacity batch type HPM using crushed aggregate of specified grading premixed with bituminous binder @ 4.5 percent by weight of total mix and filler,transporting to the hot mix to work site laying with a hydrostatics paver finisher control to the required grade,level and alingment,rollingwith smooth wheeled,vibratory and tandem to achive the desired compaction as per MORT&H specification clauses.505 complete in all respect. Cum 39.00 11041.10 430602.90

8 RCD-26 5.05(B) Bituminous Concrete Grading-II. Providing and laying Bituminous concrete with higer capacity batch type mix plant using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 percent by weight of total mix and filler,transporting to the hot mix to work site laying with a hydrostatics paver finisher control to the required grade,level and alingment,rollingwith smooth wheeled,vibratory and tandem to achive the desired compaction as per MORT&H specification clauses.507 complete in all respect. Cum 26.00 12681.00 329706.00

9 RCD-26 8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (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 47.40 647.59 30695.77

10 Carriage on Materials:-

A Stone Chips(120 Km Mirzachauki by Road) Cum 94.07 1713.02 161140.82

B GSB ii - (120 Km Mirzachauki by Road) Cum 174.98 1713.02 299745.08

C WMM(120 Km Mirzachauki by Road) Cum 229.13 1713.02 392496.81

D Bituminus (130 Km Barauni by Road) M/T 7.37 1646.88 12132.27

E Emulsion (130 Km Barauni by Road) M/T 0.59 1646.88 963.42

Total Rs. (A):- 2223027.24

Add Cess @ 1% on (A):- 22230.27

Add CGST @ 9% on (A):- 200072.45

Add SGST @ 9% on (A):- 200072.45

Total Rs. (B):- 2645402.41

11 Add Seigniorage @ 10 % on materials:-

A DBM Stone chips Cum 56.16 682.59 3833.43

B BC Stone chips Cum 37.91 572.11 2168.75

Total of Seiognorage Fee (C):- 33596.57

Grand Total Rs. (B+C):- 2678998.97

In word's:- Rupees Twenty six lakh seventy eight thousand nine hundred & ninety nine only.

BIHAR INDUSTRIAL AREA DEVELOPMENT AUTHORITY

(A GOVERNMENT OF BIHAR UNDERTAKING)

FINANCIAL BID FORM

CONSTRUCTION OF FLEXIBLE PAVEMENT AT MGC UDAKISHANGANJ

NAME & ADDRESS OF THE BIDDER with e-mail id.

QUOTING SHEET FOR BIDDERS

SHORT TENDER NIT-15/BIADA/2026-27

S.NO. BIDDER'S PRICE

Name of Work ESTIMATED AMOUNT ABOVE/BELOW (+) or (-) QUOTED BY CONTRACTOR QUOTED AMOUNT

IN FIGURES IN WORDS

1 CONSTRUCTION OF FLEXIBLE PAVEMENT AT MGC UDAKISHANGANJ 2,678,999.00

Total Amount in Rs. 2,678,999.00