Raising of Campus Boundary wall with Concertina coil fencing at District Civil Court Chapra in district Saran.

TECHNICAL BID EVALUATION SHEET

BUILDING CONSTRUCTION DEPARTMENT

NAME OF WORK :- Raising of Campus Boundary wall with Concertina coil fencing at District Civil Court Chapra in district Saran.

BOQ AMOUNT:-6634037

SL.NO. PARTICULARS LAID DOWN CRITERIA AS PER NIT CONDITION FULL MARKS EVALUATION CRITERIA BIDDER

A Name and address of agency

B Registration no. & department Agency must be registered with Govt./State Govt./Undertakings Mandatory Agency must be registered otherwise bid will be rejected

C Sale tax/VAT/GST clearance of Govt. of Bihar Must possess sales tax/VAT registration & up to date clearance certificate Mandatory ---do------

D Income Tax clearance Must quote PAN No. Mandatory ---do------

E Earnest Money In the form as specified in N.I.T and required amount. Mandatory ---do------

F Character Certificate Must Posses Character Certificate. Mandatory ---do------

G Electrical Registration In the form as specified in N.I.T and required amount. Mandatory ---do------

Note:-The bidders should necessarily be Responsive on above mentioned Seven counts A to G. The bidders found Non-Responsive in any one of the above mentioned Seven counts will not be considered for further markings & their Bid will be rejected.

MARKING DETAILS

SL.NO. PARTICULARS LAID DOWN CRITERIA AS PER NIT CONDITION EVALUATION CRITERIA

FULL MARKS Desired distribution

1 Average annual financial turn over of last three years (AATO may be indexed as per norms of bidding documents) Submit A.T.O of Chartered account ant for last three years 30 i) AATO equal to or above BOQ amount--30

ii) AATO equal to or above 70%of BOQ amount--20

iii) AATO equal to or above 50% but below 70% of BOQ amount--15

iv) AATO equal to or above 40% but below 50% of BOQ amount--10

v) AATO equal to or above 25% but below 40% of BOQ amount--5

vi) AATO below 25% of BOQ amount--Nil

Average A.T.O.after indexation

2 Experience of doing work of similar nature Must submit details of work done duly certified by the concerned E.E 20 i)If executed single work of similar nature equal to 50% of BOQ amount-20

ii)If executed single work of similar nature equal to 40% of BOQ Amount----15

iii)If executed single work of similar nature equal to 25% of BOQ Amount----10

iv)If executed single work of similar nature below 25% of BOQ Amount----nil

3 Details of Engineering setup for successful completion of work Must submit details Engg. Setup with individual affidavit of engineers. 10 i)Engg.setup with one-Deg.holder+one Diploma holder+suff.. staff--10

ii)Engg.setup with1-Deg.holder/one Diploma holder+suff. staff--5

4 Plant and equipment for successful completion of work i)Automaticbatching plant with all equipment. (ii)Conc.mixer with weighing facility. (iii)Steelshuttering & centering more than 2000sft. (iv)Vibrator & water tanker. 10 i)Atomatic Batching plant with all equipment---10

(ii)Concrete mixer with weighing facility---04

(iii)Steel shuttering and centering more than 2000sft--04

(iv)Vibrator------01

(v)water tanker----01

5 Details of financial availability through bank or self Bank certificate of extending credit facility up to 10% of BOQ amount 10 i)credit facility certificate given by Indian Bank upto 10%of BOQ amount-----05

(ii)Self declaration----05

(iii)No Self declaration----00

6 Necessary undertakings Agency should furnish the following undertakings. (i)Not abandoned project. (ii)No litigation. (iii)No relation. 5 (i)Not abandoned any project--03

(ii)No litigation--01

(iii)No relation---01

(iv)Not submitted any certificate---00

7 Bidding capacity BC=AxNx2-B A=Max.ATO after indexation. B=value of work in hands(Existing commitment) N=Time of completion Attach bidding statements with details 10 i)BC more than or equal to BOQ amount--10

iI)BC more than or equal to 70%but below BOQ amount--5

iI)BC more than or equal to 50%but below 70% of BOQ amount--3

iii)BC below 50% of BOQ amount----nil

8 Timely completion of project Attach certificate of the concern E.E 5 i)If three or more than three projects executed in stipulated time during last five year--05

i)If less than three projects executed in stipulated time during last five year--03

i)If no projects executed in stipulated time during last five year--00

Note:- (i) Minimum qualifying marks = 50/100 for project b/w 40lakhs to 200lakhs

BOQ for the Raising of Campus Boundary wall with Concertina coil fencing at District Civil Court Chapra in district Saran.

S.NO. S.O.R. CODE ITEM DESCRIPTION QTY. UNIT RATE AMOUNT

1.0 20.2 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).

1.0 2.8 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.

1.1 2.8.1 All Kinds of soil 17.74 Cum 360.70 6,399

2.0 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 4.3 Cum 287.30 1,235

3.0 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, 13.46 Sqm 283.30 3,813

4.0 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 4.1.3 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 0.23 Cum 3998.10 920

5.0 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 5.1.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 4.64 Cum 4688.30 21,754

6.0 0L01 Supplying and providing unskilled labour for cleaning the area inside and outer side perimeter wall. 33.00 Each 355.42 11,729

7.0 15.2 DEMOLISHING OF PCC.

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

8.0 15.7 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead:

8.1 15.7.4 In cement mortar 2.23 Cum 1411.20 3,147

9.0 15.7 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead:

9.1 15.7.4 In cement mortar 52.89 Cum 823.70 43,565

10.0 4.2 PLAIN CEMENT CONCRETE WORK

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, post. struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plin window sills, fillets etc. upt floor five level excluding the cost of centring,shuttering and finishing:

10.1 4.2.3 with 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 6.2 Cum 5128.30 31,795

11.0 5.2.2 Providing RCC (1:1.5:3) Work in Column

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. up to floor five level excluding cost of centring, shuttering, finishing and reinforcement. 41.56 Cum 5670.00 235,645

12.0 5.3 Providing RCC (1:2:4) Work in Band

Reinforced cement concrete work in band, floor beam, roof slab ect work. 74.3 Cum 5335.90 396,457

13.0 5.33 Add or deduct for providing richer or leaner mixes respectively at all floor levels.

13.1 5.33.B.4 Providing M-15grade R.C.C instead of M-20 grade R.C.C. 74.300 Cum 383.80 28,516

14.0 5.9 SHUTTERING WORK

Centering and shuttering including strutting, propping etc. and removal of form for.

14.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 5.95 Sqm 211.60 1,259

14.2 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 685.95 Sqm 404.70 277,604

14.3 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts 329.81 Sqm 494.40 163,058

15.0 5.22 REINFORCEMENT STEEL WORK

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

15.1 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 5685.98 Kg. 94.50 537,325

15.2 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. 3790.65 Kg. 92.60 351,014

15.3 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. 2527.10 Kg. 90.80 229,461

15.4 5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia. 631.78 Kg. 91.70 57,934

16.0 6.1.14A BRICK WORK

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

Cement mortar 1:6 (1 cement: 6 coarse sand ) 134.28 Cum 4819.90 647,216

17.0 6.3A Extra for Brick work in superstructure above plinth level upto floor V cum 134.28 Cum 842.20 113,091

18.0 13.12.4 Providing 15 mm cement plaster on rough side of single or half brick wall of mix.1:6 (1 cement: 6 coarse sand) 2109.98 Sqm 162.80 343,505

19.0 14.1 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.

19.1 14.1.1 With cement mortar 1:4 (1 cement :4 fine Sand) 816.87 Sqm 237.20 193,762

20.0 13.80 Removing dry or oil bound distemper by scrapping, sand paper and preparing the surface smooth including necessary repari scratches tec. Complete 2450.60 Sqm 9.70 23,771

21.0 10.1 STRUCURAL STEEL WORK

Structural steel work in singal section fixed without connecting plate including cutting.hoisting,fixing in position and applying a priming coat of approved steel primer all complete. 3959.550 kg 88.30 349,628

22.0 10.33.7 Labour for cutting of M.S. angle iron post to required length, one end splitted as fish tailed in a length of 150mm complete as per building specification and direction of E/l. 1257.00 Each 28.20 35,447

23.0 10.33.6 Drilling 6mm Dia. In M.S. angle iron for fixing of staples etc. as per building specification and direction of E/l. 2933.00 Each 9.00 26,397

24.0 1029 Supplying Galvanised steeL barbed wire etc. Complete job 687.790 Kg. 75.38 51,846

25.0 10.33.4 Labour for fitting and fixing barbed wire fencing in six rows horizontal up to a height of 1.85m and two diagonals including fixing of post in cement concrete at 2.5m centres including cost of staples (but excluding the cost of cement concrete, angle, iron post, its cutting and making holes, nuts & bolts) all complete as per building specification and direction of E/l. 893.240 Rmt 74.60 66,636

26.0 10.43 Concertina coil fencing

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) 893.240 Rmt 272.60 243,497

27.0 13.78.1 Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primer 5377.45 Sqm 38.60 207,570

28.0 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

28.1 13.79.1 New work (three or more coats) 2926.85 Sqm 81.20 237,660

28.2 13.79.1 Old work (one or more coats) 2450.600 Sqm 61.10 149,732

29.0 13.82 READY MIXED PAINT

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

29.1 13.82.1 New steel work (two or more coats) 357.510 Sqm 83.50 29,852

30.0 7.38 Stone tile work for wall lining upto 10.0m height with special adhesive like araldite or equivalent over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand ) including pointing in-white cement with an admixture of pigment to match the stone shade .

30.1 7.38.1 8 mm thick (mirror polished and machine cut edge ) 20.200 Sqm 1900.90 38,398

31.0 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 598.75 Kg 161.10 96,459

32.0 CARRIAGE OF MATERIALS

32.3 Stone Aggregate @ 2643.46/Cum 164.910 Cum. 2643.46 435,933

33.0 EXTRA COST OF MATERIALS

(A) TOTAL ESTIMATED COST 5,984,387

(B) Correction Factor 0.982 on (A) 5,876,668

Grand Total Cost(B+C) 6,191,657