Chandigarh Administration Tender
View complete overview of Chandigarh Chandigarh Administration Tender
Chandigarh Administration Tender
Civil And Construction
Building Construction
Eprocure
Opening Date1 Apr 2022
Closing Date8 Apr 2022
Tender Amount₹ 6,35,629 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 22,078Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CHD_65288_1Bid Award Id
ViewTender No
CP3/2022/5025-35Tender Authority
Chandigarh Administration ViewPurchaser Address
-Website
http://http://chandigarh.gov.in/
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Documents
BOQ Items
Dashing Cement concrete 1:1½ :3 in R.C.C. beams, stairs, slabs, facias etc of average thickness 1” excluding steel reinforcement, centering and shuttering but including curing of the concrete complete in all respects and to the entire satisfaction of the Engineer in charge.
1650
-
33
Pre-wetting the surface adequately and allowing to saturated surface dry conditions and applying coating of acrylic polymer based Acrocrete or equivalent make mixed with cement slurry @ 2 Kg. per bag of cement for proper bonding of old and new surface complete in position as per directions and to the entire satisfaction of Engineer-in-charge.
1650
-
20
Providing and Fixing chicken mesh on RCC beams, facias etc. wherever required with wooden gutties, nails and screws including drilling holes etc complete as per directions of the Engineer-in-charge.
1650
-
13
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.
13.98
-
218.2
Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform
311.12
-
515.5
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.
2749.93
-
199.1
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more.
777.93
-
89.7
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
10.09
-
1053.3
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)
4.78
-
5575.7
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
5.31
-
6701
15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand)
23.23
-
243.5
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
23.23
-
135
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