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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.7 CrAccepted-AOC | ₹2.7 Cr | L-1 | Accepted-AOC L-1 firm |
| 2 | L-2₹2.9 Cr+₹15.3 L (5.58%)Rejected-Finance | ₹2.9 Cr+₹15.3 L (5.58%) | L-2 | Rejected-Finance Higher quote |
| 3 | L-3₹2.9 Cr+₹18.0 L (6.54%)Rejected-Finance | ₹2.9 Cr+₹18.0 L (6.54%) | L-3 | Rejected-Finance Higher quote |
| 4 | L-4₹3.0 Cr+₹20.6 L (7.49%)Rejected-Finance | ₹3.0 Cr+₹20.6 L (7.49%) | L-4 | Rejected-Finance Higher quote |
Tender Value
₹2.7 Cr
EMD Value
₹3.5 L
Closing Date
9 Jul 2024, 5:00 pmClosed
Executive Director
Ordnance Factory Ambarnath
Repairs/Replacement damaged stone masonry boundary wall provided along Kalyan-Badlapur Road (Post No. 73 to 74, 97 to 01) at Ordnance Estate, Ambarnath
2024_YIL_196953_1
OFA/Cont/EOC/ND-2309
Open Tender
Civil Works
Works
365 days
Ordnance Estate Ambarnath
Please refer tender documents
7 documents required · 7 mandatory
₹0
₹3.5 L
11 Sept 2024
1 Jun 2024
13 Jul 2024
1 Jun 2024
9 Jul 2024
1 Jun 2024
Amount
Repairs/Replacement damaged stone masonry boundary wall provided along Kalyan-Badlapur Road (Post No. 73 to 74, 97 to 01) at Ordnance Estate, Ambarnath
Demolition of stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out , Hard dense soil
M&L Cement concrete in foundations, filling and mass concrete, Type C2 1:3:6 (40mm graded aggregate)
M&L Mild steel deformed or twisted bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips
M&L Mild steel deformed or twisted bars 6mm to 8mm, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips
M&L Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter. Rough finished surface flat
M&L for MIXED CEMENT CONCRETE DELIVERED ON BUNKER Volumetric and nominal mix concretes, Type-1 M-20, 1:1.5:3, 20mm aggregate
M&L Walling of random rubble uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6
M&L Raised pointing in CM 1:4 to to random or polygonal rubble, uncoursed or brought upto courses random rubble masonry, uncoursed or brought upto courses
M&L Precast cement concrete hollow block masonry exc. 10 cm in width and setting in mortar complete, C:M 1:6, Type 1:2:4 using (16mm graded aggregate as per IS 383)
M&L Rendering/plastering 15 mm thick on fair faces of brick work or concrete surface in CM 1:6,
M&L for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces.
M&L Broken glass coping on top of walls in cement mortar 1:3
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.
ARUN KUKREJA
KUGANCONSTRUCTIONS
Shri Saidatta Constructions
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