Chandigarh Administration Tender

Take tender evaluation notes for Chandigarh Chandigarh Administration Tender

Chandigarh Administration Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date6 Mar 2025
Closing Date20 Mar 2025
Tender Amount₹ 2,58,66,930.43 
This is an estimated amount, exact amount may vary.
Notes
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Bid Capacity
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The bid capacity required to bid for this tender involves satisfying financial and work experience criteria. The bidding capacity can be calculated using the formula: Bidding Capacity = {[AXN x 1.5] - B} Where: A = maximum turnover in construction works executed in anyone year during the last seven years, N = Number of years prescribed for completion of work for which bids have been invited, B = Value of existing commitments and ongoing works to be completed during the period of completion of work for which bids have been invited. Alternatively, the formula can also be represented as: Bidding Capacity = {[AXNX1.5]-B}, where A = Update value of turnover B = Maximum Turn over in last seven years N = No. of years The criteria for bid capacity required are: - Three similar works each costing not less than 40% of the estimated cost, - Or two similar works each costing not less than 60% of the estimated cost, - Or one similar work costing not less than 80% of the estimated cost. Given the estimated cost of the work is Rs. 2,58,66,930, the bid capacity required can be calculated as follows: - For three similar works: 40% of 2,58,66,930 = 1,03,46,772 - For two similar works: 60% of 2,58,66,930 = 1,55,20,158 - For one similar work: 80% of 2,58,66,930 = 2,06,93,344 Additionally, the average annual financial turnover on construction works should be at least 30% of the estimated cost, which is: 30% of 2,58,66,930 = 77,70,079 The banker's certificate should be for an amount equal to 40% of the estimated cost put to tender, which is: 40% of 2,58,66,930 = 1,03,46,772 Or a net worth certificate of minimum 10% of the estimated cost put to tender, which is: 10% of 2,58,66,930 = 25,86,693
Technical Capacity
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The required prior work experience for the bidder includes satisfactorily completing similar works during the last seven years. The specific requirements are as follows: - Three similar works each costing not less than 40% of the estimated cost - Two similar works each costing not less than 60% of the estimated cost - One similar work costing not less than 80% of the estimated cost The value of executed works shall be brought to current costing level by enhancing the actual value of work at a simple rate of 7% per annum calculated from the date of completion to the previous day of the last date of submission of the bid. Additionally, the bidder should have completed similar works, and the completion cost of similar work executed by the bidder shall be considered. The estimated cost put to tender is Rs.64,66,800.

Costs

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) DSR 6.1.2

95.16

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660379.95

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Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineerin- Charge60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern.

15976.83

1017

16255146.38

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Providing, laying, spreading and compacting granular sub base(average thickness 200 mm compacted) made up of natural sand, morrum, gravel crushed stone or combination thereof as per MORT&H specification confirming to clause 401 coarse graded grading – I as per table 400.2 of MORT&H specification, including spreading on the prepared sub grade with the help of tractor with planner or adequate capacity maintaining the requited slope and grade during operation, rolling with road roller 8-10 tone with the grade and cross fall (camber) to be checked and any high spot or depressing which becomes apparent, corrected by removing or adding fresh material, including cost of tools and plants, carriage of material from stacks, templates, barrier, lighting arrangement at night, chowkidar and maintenance of diversion etc. complete in all respect as per MORT&H specifications, density of GSB as laid 2 gms/cc complete in all respect and to the entire satisfaction of Engineer in charge.

1557.57

2187

3406717.1

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WET MIX MACADAM : Construction of 150 mm thick compacted wet mix macadam to confirming to clause 406 of MORH&H (ministry of road transport and highway) specification (4th edition) having as laid , density of 2.2gm/cc (two point two gram per cubic centimeter) by providing laying, spreading and compacting clean, crushed aggregate and granular material (taking 3.3cum material for 10sqm area confirming to table 400.10(physical characteristics) table 400.11(grading) of MORT&H (ministry of road transport and highway) specification (4th edition .) the material shall be premixed with water at omc in mixing plant/pan type mixer/pug mill and mixed material carried to site by tipperes and spread uniformly and evenly on the prepared sub base by tractor with planner of adequate capacity and all high and low spots remedied by removing or addinng aggregate as required and rolled with 8-10 tones roller to achieved/desired density. it shall include the cost of tools and plants carriage of material from stacks,templates, barriers, safety temporary warming lamps at night, chowkidar, maintenance of diversion etc. Complete in all respect as per MORT&H Specification and to the entire satisfaction of the Engineer-in-charge.

1557.57

2454

3822899.81

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Providing and fixing factory manufactured precast concrete kerb of size 300mm x 300mm having 100mm thickness duly vibrated, mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between kerb with cement mortar 1:2 complete in all respect and to the entire satisfaction of thr Engineer in charge.

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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved

44.85

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