Civil construction work of new lassi cold room with dispatch dock in old ice-cream dispatch area at Feeder balancing dairy, Patna dairy project, Patna under JICA

TECHNICAL BID SHEET

Name of Department : VAISHAL PATLIPUTRA DUGDH UTPADAK SAHKARI SANGH LTD. (VPMU), Patna Dairy Project, Feeder Balancing Dairy Complex, PHULWARISHARIF, Patna – 801505.

NIT No. : VPMU: Engg: 13088 DT: 25/02/2026

Group No. : Sl. No. 01 of NIT

Bill of Quantity for/Name of Work : Civil construction work of new lassi cold room with dispatch dock in old ice-cream dispatch area at Feeder balancing dairy, Patna dairy project, Patna under JICA.

Time of Completion (in months) : 02 (Two) Month.

1 Name of the Contractor

2 Address of the Contractor

3 Registration No. with the Name of Department

4(A) Bid Processing Fee (RTGS No. Etc) (A) As prescribed in Tender document, (Non-Refundable) and to be paid only through e-Payment modes i.e. Internet Payment Gateway (Master or Visa Card) /Internet Banking/NEFT or RTGS

Bid Processing Fees to be paid through online (non refundable As per Eproc2 Website

4(B) Bid Document Cost (A) Non-Refundable and to be paid only through e-Payment mode i.e. Internet payment gateway (Master or Visa Card)/Internet Banking/NEFT or RTGS

Form Fee Amount /Bid cost - Rs. 2,500.00 (Rupess Twenty five hundred only) Form Fee Amount - Rs.

5 Earnest Money (A) As prescribed in Tender document, duly pledged in Favour of Vaishal Patliputra Dugdh Utpadak Sahkari Sangh Limited, Payable at Patna in shape of (a) To be paid through e-payment mode only i.e. Internet payment gateway, (Credit/Debit Card), Net Banking, NEFT/RTGS at EPROC2 portal. OR (b) Fixed Deposit receipt of Nationalized/ Bank and valid for 180 days after last date of receipt of tender. (c) One, two or three years Post Office time deposit. (d) NSC issued within the State of Bihar

Bid Security Amount -Rs.25,283.00 (Rs. Twenty five thousand two hundred and eighty three only) Bid Security Amount - Rs.

A. QUALIFYING CRITERIA( Self attested copy of Certificates to be uploaded wherever required.) Kindly fill the required detail Kindly attach the proof for the provided details

6 GST Registration no.

7 Labour License No.

9 Income tax return of last Three Years( to be uploaded)

10 Annual Financial Turn over of last 05 (Five) Years [Atleast Annual turn over for last 03 (three) years should audited by Chartered Accountant & shall be uploaded] FY 2020-21

11 Affidavit regarding any litigation, debarred or blacklisted or history of rescinding work, no near relatives in the concerned division and the informations furnished in the bidding document is correct to be uploaded

12 Is the contractor registered with COMFED or Not?

13 If YES, please furnish your registration No and category of registration. * Contractors registrered with COMFED need not submit their experience certificates(mentioned in Sr. No. 14) for work of estimated cost upto 50 Lakh

14 Experience of work of similar nature (Certified by concerned competent authority /payment authority ) (As per Eligibility criteria of Tender Document)

15 Timely completion certificate of completed works (Certified by the concerned competent authority /payment authority) ( only of works which are uploaded in sr.no 14)

16 Details of Engineering setup

16a Details of tools & Plants :- (i) Automatic Batching Plant with all other necessary equipments. (ii) Concrete Mixer with weighing facility. (iii) Steel centering and shuttering 2000 sqft ( minimum) (iv) Vibrator & water tanker (v) Any other (LIST TO BE UPLOADED)

16b Quality control equipments:- (i) AIV, (ii)Gradation equipment, (iii) Compression testing machine and (iv) Slump test equipment (v) any other (LIST TO BE UPLOADED)

CIVIL CONSTRUCTION WORK OF NEW LASSI COLD ROOM WITH DISPATCH DOCK IN OLD-ICE CREAM DISPATCH AREA AT FEEDER BALANCING DAIRY, PATNA DAIRY PROJECT, PATNA UNDER JICA .

SL. CODE-22 DESCRIPTION OF WORK UNIT RATE NO. LENGTH WIDTH DEPTH ǪUANTITY AMOUNT

1 15.3 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material within 50 metres lead: Cum. 1411.2 6.507 ₹ 9,182.68

For drain line 1 29.00 0.450 0.300 3.915

For column footings 6 1.200 1.200 0.300 2.592

2 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil Cum 360.700 31.860 ₹ 11,491.90

Foundation Bed 6 1.500 1.500 1.200 16.2

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cum 287.300 42.980 ₹ 12,348.15

Under floor except dock area 1 5.600 12.500 0.500 35

4 11.72 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. 283.300 102.330 ₹ 28,990.09

5 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

4.1.5 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Cum. 3434.000 10.373 ₹ 35,620.88

Foundation Foottings 6 1.200 1.200 0.100 0.864

6 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 4688.30 Cum. 4688.300 29.425 ₹ 137,953.23

footting base 6 1.000 1.000 0.200 1.200

7 6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand ) cum 5017.90 Cum. 5017.9 5.086 ₹ 25,522.29

Brick work above Tie beam 2 4.850 0.250 0.650 1.576

drain covering side 1 15.150 0.250 0.650 2.462

8 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cement Sqm. 203.600 7.700 ₹ 1,567.72

Front wall above tie beam 1 7.000 1.100 7.700

9 13.45.1 Finishing walls with textured exterior paint of required shade : 13.45.1 New work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm sqm 215.20 Sqm. 215.200 89.5125 ₹ 19,263.09

WALL ONE SIDE 1 19.25 4.650 89.5125

Reinforcement 8ф 10ф 12ф

Foundation 12ф tor 10-NO BOTHWAY 6 20 1.15 0.888 122.544

Column main bar 6-12ф 6 6 2.45 0.888 78.322

Tie Beam TB-1 4-12ф TOP &BOTTOM 2 4 6.05 0.888 42.979

TOP EXRA AT BOTH END2-12Φ TOR 2 4 1.40 0.888 9.946

PLINTH Beam PB1 2 4 5.95 0.617 29.3692

PLINTH Beam PB2 3 4 2.95 0.617 21.8418

EXTRA TOP AT DOCK OUTER SIDE 3 2 1.15 0.888 6.127

UNDER COLD ROOM 10Φ TOR 150C/C BOTH WAY 1 85 8.85 0.617 464.13825

Dock (a) 150C/C Alt. crank both way 1 10 2.65 0.617 16.3505

10 5.22 Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete.

5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. Kg. 94.5 148.180 ₹ 14,003.04

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. Kg. 92.6 873.209 ₹ 80,859.18

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. Kg. 90.8 1193.072 ₹ 108,330.97

11 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 211.60 Sqm. 211.600 2.064 ₹ 436.74

PCC in footing 6 1.200 1.200 0.100 0.864

RCC in footing 6 1.000 1.000 0.200 1.200

12 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers.sqm 404.70 Sqm. 404.700 27.385 ₹ 11,082.71

13 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts sqm 494.40 Sqm. 494.4 0.9855 ₹ 487.23

DRAINAGE WORKS:

14 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

15 19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :

19.3.5 300 mm diameter S.W. pipe Metre 491.7 29.00 ₹ 14,259.30

16 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :

Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) :

19.7.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 18015.20 Each 18015.200 1.000 ₹ 18,015.20

17 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.

18 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

12.79.6.2 Shoe plain:, 110m Shoe each 115.95 each 115.95 4.000 ₹ 463.80

19 12.80 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete

20 NDDB 6.17 Providing & laying in position acid and alkali resistant red pre- polished machine cut Mandana stone of approved size arround 23" x 23" or 17" x 23" about 25-30mm thick for flooring/ dado over average 30-40mm thick cement mortar bedding 1:4 (1 part cemement mixed with acid and alkali proof powder, 4 part coarse sand with acid proof silica powder keping the joint 6mm to 8mm wide and 12mm deep gap all arround, raking the joint, curring, drying and filling the groove joint with epoxi resin and hardener mortar (parts by weight Araldite GY250 - 100 PARTS, Aradur 830 - 40 parts, Aradur 850 - 15 parts, Silca flour - 20 parts, silica sand - 200 to 300 parts ( Huntsman advanced materials (I) Pvt. Ltd. or other equivalent approved makes) including hand machine polishing and wax polishing etc complete as directed Sqm. 1950.00 85.680 ₹ 167,076.00

21 10.16.1 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete: Hot finished welded type tubes Kg. 123.9 540.855 ₹ 67,011.98

PLATE 12 MM THICK 250X250 MM 8 0.063 94.2 47.4768

NUT BOLT 20MM DOA 750MM LONG 8 0.750 3.050 18.3

suport for gutter 75

22 12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Sqm. 625.100 150.000 ₹ 93,765.00

23 12.51 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15- 18 microns using self drilling/ self tapping screws complete :

12.51.6 Gutter (600 mm over all girth) Mtr. 898.70 21.000 ₹ 18,872.70

24 13.94 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:

13.94.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture Sqm. 116.50 140.000 ₹ 16,310.00

CARRIAGE OF MATERIALS & DIFFERENCE OF COST OF MATERIALS

26 I Carriage of Materials

a Graded Stone aggregate Cum. 4371.210 34.770 ₹ 151,986.97

b Coarse sand Cum. 1258.330 24.100 ₹ 30,325.75

d Reinforcement (Steel) 5 km. Tonne 518.09 2.214 ₹ 1,147.05

e Cement 5 km. Tonne 518.09 20.240 ₹ 10,486.14

e Local Sand 5 km. Cum. 322.81 44.510 ₹ 14,368.27

27 TOTAL SUM(26 (I) a to f) ₹ 214,437.05

28 II Difference of Cost of Materials

b Cement [Patna ] Tonne 262.780 20.240 ₹ 5,318.67

29 TOTAL SUM(28 (II) a to B) ₹ 61,829.92

31 Add 5.36% for GST as per PWD Notification ₹ 64,311.11

32 TOTAL ESTIMATED COST OF WORKS ₹ 1,264,145.17

33 TOTAL ESTIMATED COST (IN ROUNDOFF) ₹ 1,264,145.00

CIVIL CONSTRUCTION WORK OF NEW LASSI COLD ROOM WITH DISPATCH DOCK IN OLD-ICE CREAM DISPATCH AREA AT FEEDER BALANCING DAIRY, PATNA DAIRY PROJECT, PATNA UNDER JICA .

S.L Description of work Qty

ii R.C.C WORK(1:1.5:3) 29.4250

iii R.C.C WORK(1:1.5:3) 29.4250

iv BRICK WORK(1:4) 5.086

v BRICK WORK(1:6) 0.000 5.0863

vi 12 mm plaster (1:3) 7.700

vi BRICK FLAT SOLING 102.330

vii Local sand 42.9800

viii REINFORCEMENT TMT BAR 2214.4620 2.21446195

I CARRIAGE OF MATERIALS

S.L Description work Qty F qty unit Rate Amt

a GRADED STONE AGREEGATE

BRICK WORK(1:4) 5.0863 0.2675 1.3606 cum

Plaster work (1:3) 7.7000 0.01541 0.1187 cum

Brick masonary work qty 5.0863 494 2512.6075

Brack flat soling 102.3300 32.25 3300.1425

Total qty 5812.75

Total qty 5.81275

Total qty to be paid-1st RA Bill qty= (21.730-6.404058) 15.325 TH 1054.35 16157.91

Extraa qty. -9.51225 TH

d REINFORCEMENT TMT BAR

Total cement qty 14.426 MT 492.75 7108.66

Total Carrieg 188521.4498

II Difference of Material

G/Total All Carrieg 190923.61

CIVIL CONSTRUCTION WORK OF NEW LASSI COLD ROOM WITH DISPATCH DOCK IN OLD-ICE CREAM DISPATCH AREA AT FEEDER BALANCING DAIRY, PATNA DAIRY PROJECT, PATNA UNDER JICA .

SL. CODE-22 DESCRIPTION OF WORK UNIT RATE NO. LENGTH WIDTH DEPTH ǪUANTITY AMOUNT

1 15.3 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material within 50 metres lead: Cum. 1411.2 6.507 ₹ 9,182.68

For drain line 1 29.00 0.450 0.300 3.915

For column footings 6 1.200 1.200 0.300 2.592

2 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil Cum 360.700 31.860 ₹ 11,491.90

Foundation Bed 6 1.500 1.500 1.200 16.2

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cum 287.300 42.980 ₹ 12,348.15

Under floor except dock area 1 5.600 12.500 0.500 35

4 11.72 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. 283.300 102.330 ₹ 28,990.09

5 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

4.1.5 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Cum. 3434.000 10.373 ₹ 35,620.88

Foundation Foottings 6 1.200 1.200 0.100 0.864

6 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 4688.30 Cum. 4688.300 29.425 ₹ 137,953.23

footting base 6 1.000 1.000 0.200 1.200

7 6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand ) cum 5017.90 Cum. 5017.9 5.086 ₹ 25,522.29

Brick work above Tie beam 2 4.850 0.250 0.650 1.576

drain covering side 1 15.150 0.250 0.650 2.462

8 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cement Sqm. 203.600 7.700 ₹ 1,567.72

Front wall above tie beam 1 7.000 1.100 7.700

9 13.45.1 Finishing walls with textured exterior paint of required shade : 13.45.1 New work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm sqm 215.20 Sqm. 215.200 89.5125 ₹ 19,263.09

WALL ONE SIDE 1 19.25 4.650 89.5125

Reinforcement 8ф 10ф 12ф

Foundation 12ф tor 10-NO BOTHWAY 6 20 1.15 0.888 122.544

Column main bar 6-12ф 6 6 2.45 0.888 78.322

Tie Beam TB-1 4-12ф TOP &BOTTOM 2 4 6.05 0.888 42.979

TOP EXRA AT BOTH END2-12Φ TOR 2 4 1.40 0.888 9.946

PLINTH Beam PB1 2 4 5.95 0.617 29.3692

PLINTH Beam PB2 3 4 2.95 0.617 21.8418

EXTRA TOP AT DOCK OUTER SIDE 3 2 1.15 0.888 6.127

UNDER COLD ROOM 10Φ TOR 150C/C BOTH WAY 1 85 8.85 0.617 464.13825

Dock (a) 150C/C Alt. crank both way 1 10 2.65 0.617 16.3505

10 5.22 Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete.

5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. Kg. 94.5 148.180 ₹ 14,003.04

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. Kg. 92.6 873.209 ₹ 80,859.18

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. Kg. 90.8 1193.072 ₹ 108,330.97

11 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 211.60 Sqm. 211.600 2.064 ₹ 436.74

PCC in footing 6 1.200 1.200 0.100 0.864

RCC in footing 6 1.000 1.000 0.200 1.200

12 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers.sqm 404.70 Sqm. 404.700 27.385 ₹ 11,082.71

13 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts sqm 494.40 Sqm. 494.4 0.9855 ₹ 487.23

DRAINAGE WORKS:

14 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

15 19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :

19.3.5 300 mm diameter S.W. pipe Metre 491.7 29.00 ₹ 14,259.30

16 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :

Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) :

19.7.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 18015.20 Each 18015.200 1.000 ₹ 18,015.20

17 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.

18 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

12.79.6.2 Shoe plain:, 110m Shoe each 115.95 each 115.95 4.000 ₹ 463.80

19 12.80 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete

20 NDDB 6.17 Providing & laying in position acid and alkali resistant red pre- polished machine cut Mandana stone of approved size arround 23" x 23" or 17" x 23" about 25-30mm thick for flooring/ dado over average 30-40mm thick cement mortar bedding 1:4 (1 part cemement mixed with acid and alkali proof powder, 4 part coarse sand with acid proof silica powder keping the joint 6mm to 8mm wide and 12mm deep gap all arround, raking the joint, curring, drying and filling the groove joint with epoxi resin and hardener mortar (parts by weight Araldite GY250 - 100 PARTS, Aradur 830 - 40 parts, Aradur 850 - 15 parts, Silca flour - 20 parts, silica sand - 200 to 300 parts ( Huntsman advanced materials (I) Pvt. Ltd. or other equivalent approved makes) including hand machine polishing and wax polishing etc complete as directed Sqm. 1950.00 85.680 ₹ 167,076.00

21 10.16.1 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete: Hot finished welded type tubes Kg. 123.9 540.855 ₹ 67,011.98

PLATE 12 MM THICK 250X250 MM 8 0.063 94.2 47.4768

NUT BOLT 20MM DOA 750MM LONG 8 0.750 3.050 18.3

suport for gutter 75

22 12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Sqm. 625.100 150.000 ₹ 93,765.00

23 12.51 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15- 18 microns using self drilling/ self tapping screws complete :

12.51.6 Gutter (600 mm over all girth) Mtr. 898.70 21.000 ₹ 18,872.70

24 13.94 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:

13.94.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture Sqm. 116.50 140.000 ₹ 16,310.00

CARRIAGE OF MATERIALS & DIFFERENCE OF COST OF MATERIALS

26 I Carriage of Materials

a Graded Stone aggregate Cum. 4371.210 34.770 ₹ 151,986.97

b Coarse sand Cum. 1258.330 24.100 ₹ 30,325.75

d Reinforcement (Steel) 5 km. Tonne 518.09 2.214 ₹ 1,147.05

e Cement 5 km. Tonne 518.09 20.240 ₹ 10,486.14

e Local Sand 5 km. Cum. 322.81 44.510 ₹ 14,368.27

27 TOTAL SUM(26 (I) a to f) ₹ 214,437.05

28 II Difference of Cost of Materials

b Cement [Patna ] Tonne 262.780 20.240 ₹ 5,318.67

29 TOTAL SUM(28 (II) a to B) ₹ 61,829.92

31 Add 5.36% for GST as per PWD Notification ₹ 64,311.11

32 TOTAL ESTIMATED COST OF WORKS ₹ 1,264,145.17

33 TOTAL ESTIMATED COST (IN ROUNDOFF) ₹ 1,264,145.00

CIVIL CONSTRUCTION WORK OF NEW LASSI COLD ROOM WITH DISPATCH DOCK IN OLD-ICE CREAM DISPATCH AREA AT FEEDER BALANCING DAIRY, PATNA DAIRY PROJECT, PATNA UNDER JICA .

S.L Description of work Qty

ii R.C.C WORK(1:1.5:3) 29.4250

iii R.C.C WORK(1:1.5:3) 29.4250

iv BRICK WORK(1:4) 5.086

v BRICK WORK(1:6) 0.000 5.0863

vi 12 mm plaster (1:3) 7.700

vi BRICK FLAT SOLING 102.330

vii Local sand 42.9800

viii REINFORCEMENT TMT BAR 2214.4620 2.21446195

I CARRIAGE OF MATERIALS

S.L Description work Qty F qty unit Rate Amt

a GRADED STONE AGREEGATE

BRICK WORK(1:4) 5.0863 0.2675 1.3606 cum

Plaster work (1:3) 7.7000 0.01541 0.1187 cum

Brick masonary work qty 5.0863 494 2512.6075

Brack flat soling 102.3300 32.25 3300.1425

Total qty 5812.75

Total qty 5.81275

Total qty to be paid-1st RA Bill qty= (21.730-6.404058) 15.325 TH 1054.35 16157.91

Extraa qty. -9.51225 TH

d REINFORCEMENT TMT BAR

Total cement qty 14.426 MT 492.75 7108.66

Total Carrieg 188521.4498

II Difference of Material

G/Total All Carrieg 190923.61