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BOQ of Tender Notice
 

Download : BOQ (PDF Format)

NIT No. 034/CIVIL/W/TVNL/RAN/2016-17

 


Bill of QUANTITY
     
PART-I (TECHNICAL & COMMERCIAL)

GENERAL TERMS & CONDITIONS

BILL OF QUANTITY

       PART-II (PRICE PART)
 



 


Bill of Quantity
Part-I (Technical & Commercial Part)
 

NIT No. 034/CIVIL/W/TVNL/RAN/2016-17
                                                        
Sub: Provision of Shed in Assembly Ground in DAV Public School at TTPS, Lalpania.

S.N.

Particulars

Details to be furnished by the Bidder (Enclose separate sheets if required)

Flag No.

Page No.

1.

Name of the Bidder

(Enclose Letter Head of  firm)

 

I

 

2.

Address of Bidder with Telephone, Fax, E-mail

 

II

 

3.

Name of the Proprietor/ Head of the Firm and its key personnel with organizational chart giving details of qualification and experience etc.

 

 

III

 

4.

Details of maintenance set up with resources like permanent employees (with designation & strength), tools & tackle and other equipment with capacities

 

 

IV

 

5.

Name and Qualification of the site-in-charge

 

V

 

6.

Work Experience of Bidder

(Attach copy of work order of similar work and its successful completion certificate during last seven years as per Sl. No. 1.c of QR)

Work Order No……….. Dated……….

Completion Certificate

Dated…………

Work Order No……….. Dated……….

Completion Certificate

Dated…………

Work Order No……….. Dated……….

Completion Certificate

Dated…………

VI

 

7.

Financial Credibility/ Capacity
(Attach Bank Solvency Certificate)

 

VII

 

8.

Average annual financial turnover of bidder during the last 03 years

(Attach audited Balance Sheet & P/L Account for last three years ending 31st March, 2016 is necessary)

Average annual turnover of bidder during the last 03 (three) financial years Rs……………..

Annual Turnover

FY 2015-16: Rs………………

FY 2014-15: Rs………………

FY 2013-14: Rs………………

VIII

 

9.

Name & Designation of Authorized Signatory (Attach Power of Attorney if applicable)

 

 

IX

 

10.

Nature of Firm (Proprietorship/Partnership /Pvt. Ltd./Public Sector)

(Attach proof)

 

 

X

 

11.

Permanent Account Number (PAN)

(Attach proof)

 

XI

 

12.

Service Tax Registration Number (Attach proof)

 

XII

 

13.

Sales Tax/Value Added Tax Registration Number / TIN  (Attach proof)

 

XIII

 

14.

Labour License No.
(Attach copy of registration)

 

XIV

 

15.

EPF. Code No.

(Attach copy of  registration)

 

XV

 

16.

Character Certificate of the Head of the Firm issued within last six month from due date of NIT.

(Issued by the Officer  not below the rank of  Magistrate)

 

XVI

 

17.

Particulars of Earnest Money

(DD No. /BG No. & Date)

 

 

XVII

 

18.

Particulars of Cost of Tender Document( BOQ)

(DD No. & Date)

 

 

XVIII

 

19.

Other details and  remarks, if any

 

XIX

 




(Signature & Seal of Bidder)

NIT No. 034/CIVIL/W/TVNL/RAN/2016-17
                                                        
Sub: Provision of Shed in Assembly Ground in DAV Public School at TTPS, Lalpania.


GENERAL TERMS & CONDITIONS

 

1 Validity of Offers: The bid submitted by bidders should remain valid for a Period of 120 days from the date of opening of Part-I unless otherwise specified.
 
2 Late Receipt of the Tender:  Special attention of the bidder is invited about   the receipt of the tender in time. Tenders received after the stipulated date and time due to any reason, whatsoever, shall not be considered. Bidders are requested to see that their bids are delivered in the office of TVNL before the prescribed date and time.
 
3

Inspection of Site: Before quoting the rate, bidders are advised to visit the work site and get satisfied with scope of work for which rates are to be quoted. Engineer -in -charge may be consulted for any clarification regarding scope of work and terms of tender. Bidder should go through the terms and conditions and technical specification of work carefully and sign in all pages of the tender document.
 

4 Instruction to Bidder:
  1. Bidders are advised to submit their bids strictly based on the scope of work, terms and conditions contained in the bid document and subsequent revisions/amendments, if any. The bid should be submitted along with covering letter.
     
  2. The bid shall be prepared and submitted by typing or printing in English on white paper in consecutively numbered pages duly signed by the authorized signatory with company seal affixed on each page. Any part of the bid, which is not specifically signed by the authorized signatory and not affixed with company seal, may not be considered for the purpose of evaluation.
     
  3. Copy of bid document, amendments/revisions to bid document if any, shall be signed and submitted along with the bid.
     
  4. Complete bid document including all enclosures should preferably be submitted in hard bond or spiral binding and all pages should be numbered and must be signed by the authorized signatory with seal of the company.
     
  5. The Part–I (Techno-commercial Bid) should be sealed in a separate envelope superscribed with NIT No., “Part – I (Techno-commercial Bid)”, Name and address of the bidding firm, and should be addressed to ESE (C&M), Tenughat Vidyut Nigam Limited, Hinoo, Ranchi-834002.
     
  6. The Part–II (Price Bid) should be sealed in a separate envelope super scribed with NIT No., “Part – II (Price Bid)”, Name and address of the bidding firm, and should be addressed to ESE (C&M), Tenughat Vidyut Nigam Limited, Hinoo, Ranchi-834002. The rate to be quoted in price part (Part-II) shall be in figure and in words both. In case of difference in the rates quoted in figures and words, the amount in words shall prevail. The bidder must quote firm rates. Bid with variable rates shall be considered invalid.
     
  7. Both the envelopes containing Part–I (Techno-commercial Bid and Part–II (Price Bid) should be kept in a third envelope super scribed with NIT No., Name and address of the bidding firm, and should be addressed to ESE (C&M), Tenughat Vidyut Nigam Limited, Hinoo, Ranchi-834002. Complete tender or tenders not submitted as per requirement as indicated in the NIT are likely to be rejected.
     
  8. Bidders shall submit their offer strictly as per terms and conditions of the tender document without any deviation. If at any time any of the documents/information submitted by the bidder is found to be incorrect, false or untruthful, the bid and/or the resultant order may be summarily rejected/ cancelled at the risk of the bidder.
     
  9. Failure to furnish all information and documentary evidence as stipulated in the bid document or submission of an offer that is not substantially responsive to the bid document in all respects shall be summarily rejected.
     
  10. All bids will be received in duly sealed cover within the due date and time. Bids received after the due date and time is liable for outright rejection.
5 Earnest Money Deposit (EMD): Offers shall be accompanied with Earnest Money Deposit (EMD) of requisite value as specified in a separate envelope failing which offers are liable for rejection.EMD may be furnished in the form of Demand Draft/ Bank Guarantee from any Indian Nationalized Bank/Schedule Commercial Bank in favour of “TENUGHAT VIDYUT NIGAM LIMITED” payable at Ranchi. The Bank Guarantee should remain valid for 12 months. The earnest money will be forfeited on revocation of tender before expiry of validity of the tender or on refusal to enter into the contract agreement after the award is made by TVNL to the bidder.
 
6 Security Deposit: The successful bidder shall have to deposit total security deposit @ 10% of order value as performance guarantee in which initial security money @ 5% of the order value (including earnest money deposited along with tender) before executing the agreement, balance 5% of security money will be deducted from R/A bills. The security money will be released after successful completion of work and closure of contract. Initial security money will be accepted as Bank Draft/ Bank Guarantee in the prescribed format .
 
7 Payment Terms: The Contractor shall submit bill in triplicate for work done to the Engineer - in – charge, which will be verified by Engineer - in – Charge and department will make payment to the contractor subject to availability of fund. No interest will be paid in case of delay in any payment.. The contractor shall produce documentary evidence in support of deposit of EPF & service tax before release of payment.
 
8 Paying Authority: The Accounts Officer, TVNL, Ranchi will be the Paying Authority.

 
9 Engineer-in-Charge: SE (C) will be the Engineer-in-Charge for this work. The works are to be executed as per direction of Engineer-in-Charge. Anything not mentioned here in shall be decided by the in charge of the work and shall be binding on the contractor.
 
10 Idle Charges: No charges for idle men, machine, plant and equipment will be allowed to agency for some reason or the other beyond control of the department.
 
11 Safety Measures: The Contractor shall observe all the safety measures. Safety appliances have to be arranged by the Contractor at his own cost. Any compensation payable to the Contractor’s employee in the event of accident or causality has to borne by the Contractor himself and TVNL will not be responsible on this accounts in any way. In case of any damage due to negligence mishandling and mal operation by the staff of contractor, the damage would be made good by the contractor at his/own own cost. In case of non compliance, proportionate deduction will be made from the bills of the contractor.
 
12 Scope of the work: Scope of the work is attached here as a guideline to execute the work. However contractor has to execute all the work as per direction of Engineer-in-Charge .
13 Agreement: The firm or his legally authorized representative having Power of Attorney will have to execute an agreement with the ordering authority within 15 days of issue of order in the event of placement of order on them. The agreement will have to be prepared on a non-judicial stamp paper of Rs.50/- on Nigam’s format. Bank Guarantee against Security Deposit, Performance Guarantee etc. as per order will have to be furnished well before execution of agreement. The contractor is required to produce all original paper and documents for verification before agreement failing which order will be cancelled. Contractor will not be allowed to start the work without executing the agreement.
 
14 Jurisdiction of Court: Any dispute between the Contractor and TVNL shall be settled in the civil court, at Ranchi, Jharkhand only.
 
15 Labour Laws: The bidder has to follow the guidelines laid under the labour law, workmen compensation, and EPF rules in respect of minimum wages, EPF payment and other service condition. In the event of any accident / casualty to the employees of contractor, the compensation payable to the employees is to be borne by the contractor and TVNL will not be responsible in any way.
 
16 Minimum Wage Guarantee: The contractor shall strictly ensure that the minimum wages as stipulated by GoJ from time to time is paid to their workmen. Any increase in minimum wages during the period of contract, will have to be paid to their workmen without any claim on TTPS/TVNL. If the contractor fails to comply with guarantee of minimum wages then the agreement is liable to be terminated and security money may be forfeited.
 
17 Taxes: All statutory taxes as applicable shall be deducted from each the  bill of contractor.
 
18 Violation of Terms & Conditions of Tender: All terms and conditions of tender shall form a part of the contract. If contractor fails to execute the work up to entire satisfaction of Engineer -in –Charge as per terms & conditions of tender, then the contract agreement can be terminated after one month prior notice and security money shall be forfeited.
 
19 Subletting: The successful bidder will have to execute the work directly. No subletting will be allowed.
 
20 Competent Authority: Managing Director TVNL reserves the right to extend the due date and to reject any/ all the tenders or to increase / reduce/ distribute the quantity of tender without assigning any reason thereof and not bound to accept the lowest tender or to assign any reason for the rejection of the lowest tender. During the execution of work in case of any dispute between the Engineer-in -Charge and contractor, the decision of GM- cum-CE, Tenughat TPS will be final and binding.
 
21 Man Power: A list of manpower arranged by the contractor should be submitted to Engineer -in –Charge of the work before deployment and same should be deployed with due permission of Engineer -in -Charge. If the performance of the deployed person is not found up to the mark at any time, the contractor will have to replace them with experienced and suitable person.
 
22 Tools & Tackles: The contractor should have to arrange minimum of minor and special tools & tackles as per scope of work .
23 Variation of quantities of work: The contract price is based on the units rates and the quantities of items stipulated in the contract. The contract price may undergo corresponding change, if the work orders for change in quantities of items during execution of work. However, the units rates indicated in price schedules shall remain firm and shall not be subject to any escalation whatsoever. All unit prices shall be firm for variation within a limit of ±15% Contract value may very within ±15% of the grand total of schedule as included in Work Order. Such variation shall in no degree affect the validity of the contract and it shall be performed by the contractor as provided therein and be subjected to the conditions, situation and obligations originally and expressly included in the specification and amount to be paid therefore shall be calculated in accordance with accepted scheduled of rate.

NOTE: - As specified above and reiterated here for clarification that the contractor shall be bound to carry out and increased or decreased portion of work without any change in unit prices and no claim on any account shall be entertained for variation without the Limit of variation allowable under the contract, is on the contract value of as a whole as included in work order and not on the value of work of any individual items.
 
24 Site Cleaning: The Contractor must keep clean the working area after completion of the job. Waste materials and garbage shall be disposed off by the contractor at suitable place as per the instruction of the Engineer-in-Charge.
25 Date of commencement: The date of commencement of work will be considered from the date of issue of work order.
26 Liquidated Damages for Delay in Completion: In case of any delay in the execution of the work beyond the stipulated date of completion/ Completion schedule including any extension permitted in writing, TVNL reserves right to recover from the agency a sum equivalent to 0.5% of the value of the delay work for each week of delay and part thereof subject to a maximum of 5% of the total value of the work.
 
27 Mobilization Time: The successful bidder will be given maximum one month time from the date of LOI/Work Order for mobilization of resources, manpower and starting the work. The contractor failing to enter in to agreement and start the work within one month will lose the work order and earnest money/security money and work will be allotted to L2, L3…..bidder if they agree to work on L1 rate.
 

 




                                                                                                                                                                                          (Signature & Seal of Bidder)


NIT No. 034/CIVIL/W/TVNL/RAN/2016-17

                                                        
Sub: Provision of Shed in Assembly Ground in DAV Public School at TTPS, Lalpania.
                                                        
 

Sl. No. Item No. Item of work Qty. Unit
1

5.10.2

Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 16M lead and direction of E/I.

13.07

M3

2 5.1.1 Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50M including all lifts, levelling, ramming the foundation trenches ramming roots of trees, shrubs all complete as per approved design, building specification and direction of E/I 182.95 M3
3 5.1.10 Providing coarse cleaning sand in filling foundation trenches or in plinth including ramming and watering in layers not exceeding 150M thick with all leads and lifts including cost of all materials labours royalty and taxes all complete as per building specification and direction of E/I 6.33 M3
4 5.6.3 Providing 75B one brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I  87.12 M3
5 5.3.2 Providing PCC M-100 with nominal mix of (1:3:6) in foundation and plinth with approved quality of stone metal grade III (53.2mm to 22.4mm) size & clean coarse sand of FM 2.5 to 3 including screening shuttering mixing cement concrete in cement and placing in position vibrating striking curing tax and royalty all complete job as per building specification and direction of E/I 8.71 M3
6 5.3.5.1 Providing RCC M-200 with nominal mix of (1:1˝:3) in foundation and plinth with approved quality of stone chips 20mm to 10mm size graded and clean coarse sand of FM 2.5 to 3 including screening shutter mixing cement concrete in cement and cement mixer and placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete job as per building specification and direction of E/I 32.18 M3
7 5.3.14 Providing RCC M-200 with nominal mix of (1:1˝:3) in column with approved quality of stone chips 20mm to 10mm size graded and clean coarse sand of FM 2.5 to 3 including screening shutter mixing cement concrete in cement mixer and placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete job as per building specification and direction of E/I 10.08 M3
8 3.1.1.2 Earth work in back filling the trenches after earth removed during excavation with in initial lead and lift approved design specification and direction of E/I 38.33 M3
9 5.5.4 Providing TMT Fe 500 steel reinforcement 8mm dia. as per approved design and drawing excluding carriage of M.S roads (straight or in coils) to work site cutting, bending and binding with annealed wire, with cost of wire removal of rust, placing the rods in position all complete as per direction of E/I 0.31 MT
10 5.5.5 Providing Tor steel reinforcement 10mm,12mm dia. Bars as per approved design and drawing excluding carriage of M.S rod to work side cutting, binding annealed wire with cost wire removing of rust, placing the rod in position all compete as per building specification and direction of E/I    
  a) 10mm dia. TMT Coil Fe 500 0.982 MT
  b) 12mm dia. TMT Coil Fe 500 0.833 MT
  c) 16mm dia. TMT Coil Fe 500 0.511 MT
11  

Providing following structural steel item as per specification and direction of E/I

 

   

P/18 (d)(iii)

Channel ISMC 125 (10% C.P.+ 5% O.C.+ 5% V.A.T) 9.492 MT
    Angle 90x90x10 (10% C.P.+ 5% O.C.+ 5% V.A.T) 7.625 MT
    Angle 90x90x8  (10% C.P.+ 5% O.C.+ 5% V.A.T) 0.136 MT
    Angle 75x75x 8   (10% C.P.+ 5% O.C.+ 5% V.A.T) 5.484 MT
    Angle 65x65x 6(10% C.P.+ 5% O.C.+ 5% V.A.T) 5.886 MT
    Angle 50x50x 6(10% C.P.+ 5% O.C.+ 5% V.A.T) 0.811 MT
    Plate 10mm thick   (10% C.P.+ 5% O.C.+ 5% V.A.T) 5.744 MT
    Plate 25mm thick (10% C.P.+ 5% O.C.+ 5% V.A.T) 0.715 MT
    ISMB 400               (10% C.P.+ 5% O.C.+ 5% V.A.T) 5.851 MT
12 12.1.1 Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nus 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two costs of approved paint on overlapping of sheets compete (up to any pitch in horizontal/vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting o size and shape wherever required. Sheet 1MM thick (TATA BLUE SCOPE)    
    1.00mm thick with zinc coating not less than 275gm/m2 691 M2
13 12.4.1 Providing ridges or hips of width 60cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8mm dia. G.I. limpet and bitumen washers all complete job as per building specification and direction of E/I    
  DSR-14 0.80 mm thick with zinc coating not less than 275gm/m2 18 M2
14 M.R. Supplying  of MS nut, bolt and washer in different size (130 + 10% C.P.+ 5% VAT) 370 Kg
15   Carriage of materials: -    
  i Cement 20 Km lead 14.91 MT
  ii Sand 5 Km lead 25.60 M3
  iii Stone chips 27 Km lead 44.53 M3
  iv Bricks 15 Km lead 2831.04 Nos.
  v Steel 20 Km lead 44.94 MT
16 5.5.28 Labour for fabricating, erection, hoisting and fixing in position structural steel work in R.S. joist channel angle Tee plate lattice member built up compound section in column girder staircase or truss including cost of gusset plate at all hi=eight and depths bolting welding (marching wherever necessary) with applying a priming cost of red lead paint all complete as per approved drawing building specification and direction of E/I 41.744 MT
17 5.8.43 Providing two coats of painting with ready mix paint of approved shade and make over steel surface including cleaning the surface thoroughly cost of scaffolding and taxes all complete as per direction of E/I 893.58 M2


 

(Signature & Seal of Bidder)

 

 

BILL OF QUANTITY                                                                                      PART – II (PRICE PART)

 

NIT No. 034/CIVIL/W/TVNL/RAN/2016-17
                                                        
Sub: Provision of Shed in Assembly Ground in DAV Public School at TTPS, Lalpania.

Sl. No. Item of work Qty. Unit Rate (Rs) Amount (Rs)

1

Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 16M lead and direction of E/I.

13.07

M3    
2 Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50M including all lifts, levelling, ramming the foundation trenches ramming roots of trees, shrubs all complete as per approved design, building specification and direction of E/I

182.95

M3    
3 Providing coarse cleaning sand in filling foundation trenches or in plinth including ramming and watering in layers not exceeding 150M thick with all leads and lifts including cost of all materials labours royalty and taxes all complete as per building specification and direction of E/I 6.33 M3    
4 Providing 75B one brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I  87.12 M3    
5 Providing PCC M-100 with nominal mix of (1:3:6) in foundation and plinth with approved quality of stone metal grade III (53.2mm to 22.4mm) size & clean coarse sand of FM 2.5 to 3 including screening shuttering mixing cement concrete in cement and placing in position vibrating striking curing tax and royalty all complete job as per building specification and direction of E/I 8.71 M3    
6 Providing RCC M-200 with nominal mix of (1:1˝:3) in foundation and plinth with approved quality of stone chips 20mm to 10mm size graded and clean coarse sand of FM 2.5 to 3 including screening shutter mixing cement concrete in cement and cement mixer and placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete job as per building specification and direction of E/I 32.18 M3    
7 Providing RCC M-200 with nominal mix of (1:1˝:3) in column with approved quality of stone chips 20mm to 10mm size graded and clean coarse sand of FM 2.5 to 3 including screening shutter mixing cement concrete in cement mixer and placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete job as per building specification and direction of E/I 10.08 M3    
8 Earth work in back filling the trenches after earth removed during excavation with in initial lead and lift approved design specification and direction of E/I 38.33 M3    
9 Providing TMT Fe 500 steel reinforcement 8mm dia. as per approved design and drawing excluding carriage of M.S roads (straight or in coils) to work site cutting, bending and binding with annealed wire, with cost of wire removal of rust, placing the rods in position all complete as per direction of E/I 0.31 MT    
10 Providing Tor steel reinforcement 10mm,12mm dia. Bars as per approved design and drawing excluding carriage of M.S rod to work side cutting, binding annealed wire with cost wire removing of rust, placing the rod in position all compete as per building specification and direction of E/I        
  10mm dia. TMT Coil Fe 500 0.982 MT    
  12mm dia. TMT Coil Fe 500 0.833 MT    
  16mm dia. TMT Coil Fe 500 0.511 MT    
11

Providing following structural steel item as per specification and direction of E/I

 

       
  Channel ISMC 125 (10% C.P.+ 5% O.C.+ 5% V.A.T) 9.492 MT    
  Angle 90x90x10 (10% C.P.+ 5% O.C.+ 5% V.A.T) 7.625 MT    
  Angle 90x90x8  (10% C.P.+ 5% O.C.+ 5% V.A.T) 0.136 MT    
  Angle 75x75x 8   (10% C.P.+ 5% O.C.+ 5% V.A.T) 5.484 MT    
  Angle 65x65x 6(10% C.P.+ 5% O.C.+ 5% V.A.T) 5.886 MT    
  Angle 50x50x 6(10% C.P.+ 5% O.C.+ 5% V.A.T) 0.811 MT    
  Plate 10mm thick   (10% C.P.+ 5% O.C.+ 5% V.A.T) 5.744 MT    
  Plate 25mm thick (10% C.P.+ 5% O.C.+ 5% V.A.T) 0.715 MT    
  ISMB 400               (10% C.P.+ 5% O.C.+ 5% V.A.T) 5.851 MT    
12 Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nus 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two costs of approved paint on overlapping of sheets compete (up to any pitch in horizontal/vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting o size and shape wherever required. Sheet 1MM thick (TATA BLUE SCOPE)        
  1.00mm thick with zinc coating not less than 275gm/m2 691 M2    
13 Providing ridges or hips of width 60cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8mm dia. G.I. limpet and bitumen washers all complete job as per building specification and direction of E/I        
  0.80 mm thick with zinc coating not less than 275gm/m2 18 M2    
14 Supplying  of MS nut, bolt and washer in different size (130 + 10% C.P.+ 5% VAT) 370 KG    
15 Carriage of materials: -        
i Cement 20 Km lead 14.91 MT    
ii Sand 5 Km lead 25.60 M3    
iii Stone chips 27 Km lead 44.53 M3    
iv Bricks 15 Km lead 2831.04 Nos.    
v Steel 20 Km lead 44.94 MT    
16 Labour for fabricating, erection, hoisting and fixing in position structural steel work in R.S. joist channel angle Tee plate lattice member built up compound section in column girder staircase or truss including cost of gusset plate at all hi=eight and depths bolting welding (marching wherever necessary) with applying a priming cost of red lead paint all complete as per approved drawing building specification and direction of E/I 41.744 MT    
17 Providing two coats of painting with ready mix paint of approved shade and make over steel surface including cleaning the surface thoroughly cost of scaffolding and taxes all complete as per direction of E/I 893.58 M2    
  TOTAL (RS)        

 

 

NOTE :

  1. Total quoted cost will be the criteria for defining L1 bidder
     

  2. Service tax will be paid extra as applicable.




 

(Signature & Seal of Bidder)

 

 
 
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