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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 LAccepted-AOC | L1 | Accepted-AOC Accepted and awarded the contract being L1 Bidder | |
| 2 | L2₹1.2 L+₹5,610 (5.05%)Rejected-AOC B2 16 SHREE BHAGAWATI NAGAR SUTARWADI ROAD PASHAN PUNE 411 021 | PUNE | MAHARASHTRA | 411021 | L2 | Rejected-AOC Rejected being L2 Bidder | |
| 3 | L3₹1.3 L+₹18,450.90 (16.6%)Rejected-AOC | L3 | Rejected-AOC Rejected being L3 Bidder |
Tender Value
₹1.2 L
EMD Value
₹2,360
Closing Date
17 Aug 2020, 1:00 pmClosed
Lt Col Jyoti Kumar
Govt of India Min of Def Defence RnD Organisation Estate Management Unit Armament Estate Pashan Pune 411021
Repair of False Ceiling and Roofing Sheet due to Storm Damage of A.P.J. Abdul Kalam Auditorium, Pashan, Pune
2020_DRDO_572300_1
EMU(RnD)/FALSE CEILING/AUDITORIUM/PUNE
Limited
Miscellaneous Works
Item Rate
184 days
Pashan
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
Yes
Estate Management Unit RnD Pashan
₹2,360
Yes
21 Aug 2020
20 Jul 2020
18 Aug 2020
20 Jul 2020
17 Aug 2020
20 Jul 2020
Amount
Providing and fixing at all heights gypsum false ceiling 12mm thick over and including GI channels frame work all as specified including necessary cutouts for electrical fittings and fixtures including two coats of primer all as specified by engineer in charge but excluding cost of painting
Extra for any sunk or raised mouldings in the plaster of paris ( Gypsum anhydreous ) ceiling
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Distempering with oil bound washable distemper on new work (two or more coats) over and including water thinable priming coat with cement primer of approved brand and manufacture to give an even shade
Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Providing and laying in situ five course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric mberane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm,2nd & 4th courses of bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd layer of roofing membrane APP modified Polymeric membrane 2.0 mm thick of 3.00 Kg/ sqm weight consisting of five layers refabricated with centre core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 5th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately).
Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, 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.
Schedule of Credit
Metallic sheet
Maharashtra Enterprises
SMS ASSOCIATES
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