Repair of Drain and Plinth Protection around Godown no. 1 and Boundary Wall, Road & Drain Construction of Boundary Wall beside Office Building and road back side of godown at Jehanabad under Depot Darpan.

Bihar State Warehousing Corporation

B-2, 1st Floor Mauryalok Complex, Patna-800001

TECHNICAL BID FORM

COLORED CELLS TO BE FILLED IN BY CONTRACTOR

Name Of Work Repair of Drain and Plinth Protection around Godown no. 1 and Boundary Wall, Road & Drain Construction of Boundary Wall beside Office Building and road back side of godown at Jehanabad under Depot Darpan.

Amount of BOQ in Rs. 4507752

1 Name of the Contractor (In Block Letters)

2 Contact Phone No

3 Email address of Contractor (if available)

4 Permanent Address

5 Present Address

6 Copy of Aadhar Card

7 Copy of Contractor's Registration mentioning clearly the class of registration

8 Copy of PAN CARD

9 Copy of Up to date Income Tax Return

10 Copy of GST Registration

11 BOQ Cost - UTR/Transaction Bank Receipt No. & date of IPG

12 Earnest Money - UTR/Transaction Bank Receipt No. & date of IPG

13 Affidavit (i) Annexure 'II' (i) Annexure 'III'

14 Copy of the constitution of firm including the copy of partnership deed, article of association in case of Company or partnership firm (as applicable).

15 Annexure 'I'

16 Annexure 'IV'

17 Annexure 'V+'

18 Enclosure ' I ' Annexure of 'V'

19 Character Certificate issued by the District Police Authority.

BIHAR STATE WAREHOUSING CORPORATION

B-2, 1st Floor Mauryalok Complex, Patna-800001

Name of Work :- Repair of Drain and Plinth Protection around Godown no. 1 and Boundary Wall, Road & Drain Construction of Boundary Wall beside Office Building and road back side of godown at Jehanabad under Depot Darpan.

BILL OF QUANTITY

Cost of BOQ : Rs. 10,000.00 with 18% GST, Beltron Processs Fee : As per eproc 2 (Non Refundable)

Amount of BOQ : Rs. 45,07,752.00 Amount of EMD : Rs. 90,155.00

Sl. No. SOR NO. Item of Work Unit Quantity Rate

20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth belowground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) trueto plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to50 mtr , Lead in eluding all lifts , all complete as perapproved disign and direction of E/l Details of costfor 4 piles of 4 m= 16 mtrs depth ) M 61 178.3 Rupees One Hundred SeventyEight Paise Thirty Only

2 2.8 Earth work in excavation in foundation trenches or drains(not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming ofbottoms, lift upto 1.5 m

2.8.1 All Kinds of soil M3 2.25 360.7 Rupees Three Hundred Sixty Paise Seventy Only

3 2.28 Supplying and Filling in plinth with local sand and under floors including,watering,rammingconsolidating and dressing complete M3 0.800 287.3 Rupees Two Hundred EightySeven Paise Thirty Only

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 perbuilding specification and direction of E/l, M3 0.200 283.3 Rupees Two Hundred EightyThree Paise Thirty Only

5 11.73 Providing designation 100 A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, M2 523.5 444.8 Rupees Four Hundred FourtyFour Paise Eighty Only

6 6.1A Brick work with bricks of class designation 100A in foundations and plinth in:

6.1.14 A Cement Mortar 1:6 (1 cement : 6 coarse sand) M3 6.75 4819.9 Rupees Four Thousand Eight Hundred Nineteen Paise Ninety Only

6.1.12/1 Cement mortar 1:4 (1 cement : 4 coarse sand) M3 0.999 5017.9 Rupees Five Thousand Seventeen Paise Ninety Only

7 6.3A Extra for Brick work in uperstructure above plinth level upto floor V cum M3 10.125 842.2 Rupees Eight Hundred FourtyTwo Paise Twenty Only

8 5.1 Providing and laying in position specified grade of reinforced cementconcrete 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 stoneaggregate 20 mm nominal size) M3 3.017 4688.3 Rupees Four Thousand Six Hundred EightyEight Paise Thirty Only

9 5.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement. lead of.

5.2.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) M3 8.839 5670 Rupees Five Thousand Six Hundred Seventy Only

10 5.3 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands,plain window sills, staircases and spiral stair cases upto floor five levelexcludingthe cost of centring, shuttering, finishing and reinforement with1:2:4(1 cement:2 coarse sand:4 graded stoneaggregate 20 mm nominal size). M3 0.999 5335.9 Rupees Five Thousand Three Hundred ThirtyFive Paise Ninety Only

11 5.33B Add or deduct for providing richer or leaner mixes respectively at all floor levels.

5.33B.4 Providing M-15grade R.C.C instead of M-20 grade R.C.C. M3 58.475500000000004 383.8 Rupees Three Hundred EightyThree Paise Eighty Only

12 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. M2 0.160 211.6 Rupees Two Hundred Eleven Paise Sixty Only

5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. M2 55.875 404.7 Rupees Four Hundred Four Paise Seventy Only

5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts M2 48 494.4 Rupees Four Hundred NinetyFour Paise Fourty Only

13 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

5.22.1 Mild steel 6.00 mm dia KG 0.799 96.7 Rupees NinetySix Paise Seventy Only

5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. KG 0.599 94.5 Rupees NinetyFour Paise Fifty Only

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. KG 0.400 92.6 Rupees NinetyTwo Paise Sixty Only

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. KG 0.039 90.8 Rupees Ninety Paise Eighty Only

14 13.11 Cement plaster in course sand 12 mm cement plaster of mix:

13.11.1 1:3 (1 cement:3 coarse sand) M2 0.000 164.3 Rupees One Hundred SixtyFour Paise Thirty Only

13.11.4 1:6(1 cement: 6 coarse sand) M2 0.800 141.5 Rupees One Hundred FourtyOne Paise Fifty Only

15 13.26 Neat cement punning M2 0.000 40.5 Rupees Fourty Paise Fifty Only

16 13.78 Applying one coat of cement primer of approved brand and manufacture on wall surface:

13.78.1 Cement primer M2 200 38.6 Rupees ThirtyEight Paise Sixty Only

17 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

13.79.1 New work (three or more coats) M2 200 81.2 Rupees EightyOne Paise Twenty Only

18 10.32 Steel work welded in built up sections/framed worK including cuttinghoisting, rixing in position and applying a priming coat of approved steelprimer using structural steel, etc. as required.

10.32.1 In stringers, treads landings etc. of stair cases including use of required plates wherever required all complete. KG 0.999 104 Rupees One Hundred Four Only

10.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works. M2 889.53 114.6 Rupees One Hundred Fourteen Paise Sixty Only

19 13.81 Applying priming coat:

13.81.3 With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works M2 391.5 34.6 Rupees ThirtyFour Paise Sixty Only

20 13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:

13.82.1 New steel work (two or more coats) M2 391.5 83.5 Rupees EightyThree Paise Fifty Only

13.82.3 Old steel work (one or more coats) M2 87.84 54.1 Rupees FiftyFour Paise Ten Only

21 15.56 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. M2 2128.107 21.7 Rupees TwentyOne Paise Seventy Only

22 13.74 Removing white or colour wash by scrapping and sand paper in and preparing the surface smooth including necessary repair scratches etc. complete M2 1468.933 7.7 Rupees Seven Paise Seventy Only

23 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

13.79.2 Old work (one or more coats) M2 2678.32 61.1 Rupees SixtyOne Paise Ten Only

24 2.33 Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared. 100sqm 1334.3 357.2 Rupees Three Hundred FiftySeven Paise Twenty Only

25 13.70 White washing with lime to give an ever shade

13.70.2 Old work (two or more coats) M2 762.48 10.4 Rupees Ten Paise Fourty Only

26 15.2 Demolishing cement concrete including disposal of material within 50 metre lead:

15.2.1 1:3:6 or richer mix M3 143.1701 970.9 Rupees Nine Hundred Seventy Paise Ninety Only

27 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

4.1.2 1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) M3 216.70524600000005 4420.8 Rupees Four Thousand Four Hundred Twenty Paise Eighty Only

28 10.13 Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors, windows, Ventilators and comosite units.

10.13C Steel ventilators M2 5.3999999999999995 405.3 Rupees Four Hundred Five Paise Thirty Only

29 10.38 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows all complete with.

10.38.1 4.0 mm thick glass panes M2 5.3999999999999995 876 Rupees Eight Hundred SeventySix Only

30 0974 Repair of Rolling Shutter Each 6 1040.7 Rupees One Thousand Fourty Paise Seventy Only

31 12.47 Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified.

12.47.1 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified M2 46.224000000000004 1097.9 Rupees One Thousand NinetySeven Paise Ninety Only

32 15.28 Dismantling roofing including ridges, hips valleys and gutters etc. and stacking the material within 50 metres lead of:

15.28.1 G.S. Sheet M2 46.224000000000004 67.5 Rupees SixtySeven Paise Fifty Only

33 16.42 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. M3 52.35 4649 Rupees Four Thousand Six Hundred FourtyNine Only

34 19.30 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), 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 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design

19.30.3 Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets :

19.30.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 6 5942 Rupees Five Thousand Nine Hundred FourtyTwo Only

35 15.7 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead:

15.7.1 In mud mortal M3 0.600 283.2 Rupees Two Hundred EightyThree Paise Twenty Only

36 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.

12.78.2 110 mm diameter M 48 257.5 Rupees Two Hundred FiftySeven Paise Fifty Only

37 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.

12.79.5.1 110 mm bend each 10 132 Rupees One Hundred ThirtyTwo Only

38 12.79.6 Shoe plain

12.79.6.2 110m Shoe each 15 115.95 Rupees One Hundred Fifteen Paise NinetyFive Only

39 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

12.80.2 110 mm each 20 182.72 Rupees One Hundred EightyTwo Paise SeventyTwo Only

40 13.17 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cement M2 0.440 203.6 Rupees Two Hundred Three Paise Sixty Only

41 19.35 Providing and laying Non Pressure NP-3 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

19.35.1 450 mm dia RCC pipes M 29.9 2167.1 Rupees Two Thousand One Hundred SixtySeven Paise Ten Only

42 Carriage of Materials

Bricks %0 Nos. 43892 1109.02848 Rupees One Thousand One Hundred Nine Paise Three Only

Stone Chips M3 0.799 1554.766528 Rupees One Thousand Five Hundred FiftyFour Paise SeventySeven Only

Local Sand M3 0.199 310.469152 Rupees Three Hundred Ten Paise FourtySeven Only

Coarse Sand M3 0.000 909.914656 Rupees Nine Hundred Nine Paise NinetyOne Only

Add difference of GST 5.36% as per BCD SOR, dt. 01.01.2022

43 Add Seigniorage

Bricks %0 Nos. 43892 5083 Rupees Five Thousand EightyThree Only

Stone Chips (20 mm) M3 0.399 445.36 Rupees Four Hundred FourtyFive Paise ThirtySix Only

Fine Sand M3 0.199 66.85 Rupees SixtySix Paise EightyFive Only

Coarse sand M3 0.000 25.8 Rupees TwentyFive Paise Eighty Only

10% of Siegnorage

Bihar State Warehousing Corporation

B-2, 1st Floor Mauryalok Complex, Patna-800001

FINANCIAL BID FORM

COLORED CELLS TO BE FILLED IN BY CONTRACTOR

Name Of Work Repair of Drain and Plinth Protection around Godown no. 1 and Boundary Wall, Road & Drain Construction of Boundary Wall beside Office Building and road back side of godown at Jehanabad under Depot Darpan.

Amount of BOQ in Rs. 4507752

a If a bidder is willing to execute the works, say at the BOQ Amount, he/she must fill in "0" in front of 'in figures' and "ZERO" in front of 'in words' and "AT THE BOQ AMOUNT" in front of 'Above or below'

b If a bidder is willing to execute the works, say at 2.45 percent below the BOQ Amount he/she must fill in "2.45" in front of 'in figures' and TWO POINT FOUR FIVE" in front of 'in words' and "BELOW" in front of 'Above or below'

SI No. What to fill in the colour cells Fill in the four coloured cells below

1 Name of Contractor

2 Address of Contractor

3 Contact Phone No. Contractor

4 Percent above or below the BOQ Amount In figure

5 Above or below