NIT-23/BIADA/2026-27 CONSTRUCTION OF FLEXIBLE PAVEMENT, BRANCH DRAIN AND INSTALLATION OF STREETLIGHT AT IA HATHUA PHASE 2.

TECHNICAL BID SHEET

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

NIT No : NIT NO-23/BIADA/2026-27

Bill of Quantity for/Name of Work : CONSTRUCTION OF FLEXIBLE PAVEMENT, BRANCH DRAIN AND INSTALLATION OF STREETLIGHT AT IA HATHUA PHASE 2.

Time of Completion (in months) : 4 MONTH

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) 11,800/-

B.S.E.D.C Processing Fee Rs- B.S.E.D.C Processing Fee As appears on www.eproc2.bihar. gov.in

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

Bid Security Amount - Rs. Bid Security Amount-Rs. 2,64,200/-

A. QUALIFYING CRITERIA

6 Registration No. with the Name of Department

9 Character Certificate

10 Electrical Licence

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

12 Affidavit as per NIT/Tender Document

13 Turnover last three Financial Year with UDIN Number

14 IT Return last Three Finacial Year

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

16 Non debarred by any Department

17 List of Key Personnel

18 List of Key Plants & Equipments

CONSTRUCTION OF FLEXIBLE PAVEMENT, BRANCH DRAIN AND STREETLIGHT AT IA HATHUA PHASE 2. (ROAD AND DRAIN LENGTH = 215.00 meter)

Sr. No Description of Work Amount (In Rs.)

1 Construction of Road (Length 215 meter) 7864217.00

2 Construction of RCC Drain (Length 215 meter) 3641588.00

3 Streetlight (25Nos.) 1703063.00

Total Amount Rs.- 13208868.00

ABSTRACT OF COST

CONSTRUCTION OF FLEXIBLE PAVEMENT AT- INDUSTRIAL AREA HATHUA PHASE 2 Total Length = 215 Meter

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

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

(ii) By Mechanical Means using dozer

(A) In area of light jungle Hect 0.211 195483.00 41326.57

2 3.16 RCD-26 Construction of Embankment with Material obtained from Borrow pits.

Construction of Embankment 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 378.53 214.80 81307.17

3 3.18 RCD-26 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, ransporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. Cum 251.84 217.30 54723.75

4 4.01B RCD-26 Granular Sub-Base with Graded Material ( Table:- 400- 1)

By Mix in Place Method (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.)

(ii) for grading-II Material Cum 378.53 1138.80 431064.27

5 4.14B RCD-26 Wet Mix Macadam (Plant mix method) (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 362.43 1561.20 565827.67

6 5.01 A.ii RCD-26 Prime coat over WMM/WBM .Providing and applying primer coat with cutback MC-30 bitumine emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60kg/sqm using mechanical means. Sqm 1449.73 44.00 63787.90

7 5.02(i) RCD-26 Tack coat on Bituminous 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 1449.73 14.50 21021.01

8 5.03(ii) RCD-26 Bituminous Macadam Grading-II

Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. Cum 108.73 8799.70 956785.88

9 5.04(B) RCD-26 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 86.98 11041.10 960393.52

10 5.05(B) RCD-26 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 57.99 12681.00 735358.51

11 8.13 RCD-26 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.)

12 8.01 RCD-26 Cast - in - situ Cement Concrete M20 Kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M20 grade PCC on M10 grade foundation 150 mm thick, Kerb Channel 300 mm wide , 50 mm thick in PCC M20 grade slope towards kerb, kerb stone with channel laid with kerb laying machine , foundation concrete laid manuually , all complete as per clause 409)

(i) PCC M15 for kerb base RM 430.00 157.70 67811.00

(ii) PCC M20 for kerb cast in situ RM 430.00 196.00 84280.00

13 8.01 RCD-26 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 129.00 103.60 13364.40

Total Rs (A) 4091392.75

Add CGST@ 9% ON RCD ITEMS i.e on A 368225.35

Add CGST@ 9% ON RCD ITEMS i.e on A 368225.35

Total Rs.B 4827843.45

Add cess@1% on RCD Iitem+CGST+SGST i.e on B 48278.43

Total Rs.B 4876121.88

14 Carriage of Materials 9752243.76

A Stone Chips(Koderma by Rail) Cum 381.61 2017.53 769919.54

B GSB-(Koderma by Rail) Cum 509.49 2017.53 1027920.74

C WMM(Koderma by Rail ) Cum 511.03 2017.53 1031014.45

D Bituminus ( Barauni) M/T 16.43 2986.05 49062.68

E Emulsion ( Barauni) M/T 1.16 2986.05 3463.17

F Coarse Sand (Doriganj) Cum 8.71 1798.95 15664.36

Total Rs C 2897044.94

15 Add of Seigniorage @10 % on materials

A BM Stone chips Cum 154.40 665.57 10276.12

B DBM Stone chips Cum 125.26 665.57 8336.68

C BC Stone chips Cum 84.55 558.62 4723.02

F Coarse Sand Cum 8.71 523.11 455.50

Total of Seiognorage Fee "D" 91050.06

Grand Total Rs.B+C+D 7864216.88

ABSTRCT OF COST

Construction of R.C.C. Drain at I/A Hathua Phase 2 Length =215 m , Wide = 900 mm , Height = 1200 m

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

1 2.6 BCD-2022 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed.

2.6.1 ALL Kinds of soil Cum. 545.56 314.90 171797.63

2 2.28 BCD-2022 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cum. 23.38 287.30 6717.43

3 11.72 BCD-2022 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, Sqm. 247.25 283.30 70045.93

4 4.1.3 BCD-2022 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) Cum. 18.54 3998.10 74139.77

5 5.1. Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level

5.1.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) Cum. 143.51 4688.30 672829.65

6 5.9 Centring and shuttering including strutting, propping etc. and removal of form for.

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm. 86.00 211.60 18197.60

7 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm. 1075.00 375.10 403232.50

8 5.9.3 Suspended floors, roots, landings, balcnies and access platform. Sqm. 258.00 437.50 112875.00

9 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

A 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. Kg. 6205.48 92.60 574627.22

B 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. Kg. 7781.86 90.80 706593.02

10 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead Cum. 127.93 123.90 15849.91

11 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

12.78.1 75 mm diameter metre 18.00 162.70 2928.60

12.00 18.33 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominalsize ) , i/c necessary excavation, foundation concrete 1:5:10(1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominalsize) andinside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :

18.33.1 With common burnt clay F.P.S.(non modular) bricks of class designation 100A each 7.00 7210.60 50474.20

13.00 Providing and laying non-pressure NP3 class (Medium duty) R.C.C.pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

TOTAL Amount Rs. "A" 2977827.96

Add GST 5.36%on "A" 159611.58

TOTAL Amount Rs. "B" 3137439.54

14 Carraige of Materials

( A ) Brick ( 8 Km Lead ) thus. 7.97 991.71 7907.70

( B ) Stone Chips ( 290 Km. kodarma by rail ) Cum. 145.85 1783.01 260052.70

( C ) Coarse Sand (98 Km. Doriganj ) Cum. 72.93 2356.02 171813.62

( D ) Local Sand ( 3 Km Lead) Cum. 23.38 327.10 7648.04

TOTAL Amount Rs ."C" 489731.43

15 Add Seigniorage charge @10% on Basic Material Cost

(ii) Coarse Sand Cum. 72.93 175.80 1282.03

(iii) Stone Chips Cum. 145.85 604.91 8822.65

(iv) Local Sand Cum. 23.38 95.33 222.89

TOTAL Amount Rs. "D" 14416.54

Grand Total Rs. "B+C+D" 3641588.00

ABSTRACT OF COST

INSTALLATION OF LED STREET LIGHT,AT-I/A ,Hathua phase-2

Sl. No Item code Description of works Unit Quantity Rate Amount

1 8.23 Supply and erection of 7 meter height Hot-dip galvanized octagonal street light pole with following arm with top dia 70 mm and bottom dia A/F 155 mm, made of 3 mm thick sheet alongwith base plate of size 260 x 260 x 16 .mm , small door opening for junction box mounting with MCB & connector, cement concrete of 1:3:6 including excavation, refilling and suitable size foundation bolt with template and all complete job as required .(but without pole collar)

2 8.2 Erection of steel tubular or rail pole struct in cement concrete 1:3:6(1Cement:3coarse sand:6 stone aggregate 40mm nominal size) foundation including excavation and refilling and secured with holding clamps, bolts, nuts etc. as required of specici Each 25.00 6399.00 159975.00

3 8.4 Supplying and embedding following dia G.I pipe (medium class) in pole collar/foundation (during casting) for cable entry including bending the pipe to the required shape complete as required.

4 BSR-23 (elect) 8.10 Supplying and fixing pole mounted junction box/fuse box for three phase/4 core high wattage HPSV/HPMV/MH street light pole with all accessories and connection etc. as required . Each 25.00 875.00 21875.00

5 5.14.4 Supplying and fixing 90 watt LED type street light with dia cast aluminium housing for ingress protection of IP65 and complete with all accessories etc. on pole/building including connection with FR PVC insulated copper condutor cable and earthing the body etc.as required Each 25.00 5516.00 137900.00

6 1.15 Supplying and drawing following size of FR PVC insulated copper conductor, single core cable in the existing surface/recessed PVC conduit as required.

7 3.2. Earthing with G.I earth pipe 4.5 mtr long, 40 mm dia including acessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required. Set 3.00 6323.00 18969.00

8 3.13. Supplying and laying earth connection from earth electrode with 4.00 mm dia copper wire in 15 mm dia G.I. pipe from earth electrode including connection with copper thimble excavation and refilling etc. as required Meter 40.00 367.00 14680.00

9 3.18. Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing alongwith existing surface/recessed conduit/submain wiring/cable as required. Meter 600.00 31.00 18600.00

10 9.13. Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I.fittings including trenching ( 75 cm deep) and re-filling etc. as required .

11 7.1 Laying of one number PVC insulated and PVC seathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation sand cushioning, protective covering and refilling the trench etc. as required.

ii 7.1.2 above 35 sq. mm and up to 95 sq. mm. Meter 25.00 326.00 8150.00

12 2.12 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

i 2.12.1 6/32 Amp, single pole Each 25.00 237.00 5925.00

13 9.1 DSR-22 Elect Supplying ,making out door enf termination with brass compression gland and aluminum lugs for following size of PVC insulated and PVC sheathed/XLPE aluminum conductor cable 1.5 kv grade as required.

14 2204 4 Core, 16 Sq. mm XLPE/PVC insulated PVC sheathed(heavy duty)armoured electric cable with aluminum conductor. Meter 620.00 210.00 130200.00

15 2209 3.5 Core, 95 Sq. mm XLPE/PVC insulated PVC sheathed(heavy duty)armoured electric cable with aluminum conductor. Meter 40.00 668.00 26720.00

16 15.2 (BCD-22) Demolishing cement concrete including disposal of material within 50 meters lead.

17 4.1 (BCD-22) Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttring all work up to plinth level.

i 4.1.2 1:1.5:3(1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size Cum 8.00 4420.80 35366.40

18 2.2 Providing and fixing M.V.danger notice plate of 200 mmx150 mm, made of mild steel at least 2 mm thick, vitreous enameled white on both sides and with inscription in single red colour on front side as required. Each 1.00 214.00 214.00

19 Feeder pilar :- including all accessories-

A 8.11 Supplying and fixing wall/floor mounted cubical panel board, fabricated with 16 gauge iron sheet, suitable for panel mounted switch disconnecter, including bus-bar chamber, insulater and painting etc. as required(but without busbar copper strip) SFT 20.00 1809.00 36180.00

B 2.5 Providing and fixing following capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connection earthing the body etc. as required.

C 2.4 Providing and fixing following rating and breaking capacity MCCB in existing cubical panel board including drilling holes in cubical panel, making connections etc. as required.

D 2.7 Providing and fixing following capacity 4 pole on load/panel mounted changeover, switches inside the existing cubical panel board including drilling holes in cubical panel making connection etc. as required.

E 8.13 Supplying and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indicator in the existing cubical panel board including drilling holes in the panel board making connections etc. as required. Each 1.00 6536.00 6536.00

F 1106 16 sq. mm ISI mark PVC insulated single core copper conductor cable. Meter 25.00 164.00 4100.00

G 2.12 Supplying and fixing following rating , 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

i 2.12.8 40 to 63 amps, Triple pole and neutral. Each 6.00 2329.00 13974.00

20 (DSR-22) Elect 15.4 Supplying, Installation, Testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars/Lighting DBs for automatic switching on & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto Modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required.

i 15.4.3 3out put(1output per phase) and suitable for three phase supply. Each 1.00 10597.00 10597.00

Total Esatimated Cost 1703062.6

Estimated Cost 1703063.00

BIHAR INDUSTRIAL AREA DEVELOPMENT AUTHORITY

(A GOVERNMENT OF BIHAR UNDERTAKING)

FINANCIAL BID FORM

CONSTRUCTION OF FLEXIBLE PAVEMENT, BRANCH DRAIN AND INSTALLATION OF STREETLIGHT AT IA HATHUA PHASE 2.

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

QUOTING SHEET FOR BIDDERS

SHORT TENDER NIT-23/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, BRANCH DRAIN AND INSTALLATION OF STREETLIGHT AT IA HATHUA PHASE 2. 13,208,868.00

Total Amount in Rs. 13,208,868.00