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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC NO 22 KUNNIJI NAGAR 1ST STREET EAST TAMBARAM CHENNAI 600 059 TAMIL NADU | CHENNAI | CHENNAI | TAMIL NADU | 600059 | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹8.8 L+₹1.2 L (15.7%)Rejected-Finance NO 03 45 NEIKUPPI VILLAGE VENGAPAKKAM POST KALPAKKAM CHENGALPATTU DISTRICT 603 102 | KALPAKKAM | CHENGALPATTU | TAMIL NADU | 603102 | L2 | Rejected-Finance Other than the Lowest bidder | |
| 3 | L3₹8.9 L+₹1.3 L (17.0%)Rejected-Finance NO 3 JANI JAN KHAN ROAD 1ST LANE ROYAPETTAH CHENNAI 600 014 | CHENNAI | CHENNAI | TAMIL NADU | 600014 | L3 | Rejected-Finance Other than the Lowest bidder | |
| 4 | L4₹8.9 L+₹1.3 L (17.1%)Rejected-Finance HOUSE NO 105 PANTHEERMA VILLAI NEAR NELLIKKAVILLAI CSI CHURCH VELLAYAMBALAM VENCODE P O KANYAKUMARI DIST TAMIL NADU 629 171 | VENCODE | KANYAKUMARI | TAMIL NADU | 629171 | L4 | Rejected-Finance Other than the Lowest bidder | |
| 5 | L5₹8.9 L+₹1.3 L (17.3%)Rejected-Finance PLOT NO 15 JAYASURIYA STREET GANGAI NAGAR KALLIKUPPAM AMBATTUR CHENNAI 600053 | CHENNAI | CHENNAI | TAMIL NADU | 600053 | L5 | Rejected-Finance Other than the Lowest bidder |
Tender Value
₹9.4 L
EMD Value
₹18,800
Closing Date
5 Oct 2020, 6:00 pmClosed
AGE(I) Navy Chennai
AGE(I) Navy Fort Saint George Chennai 600009
PROVISION OF HARDSTANDING AND COVER SHED FOR INLIVING SAILORS AND OFFICERS AT NAVY UNIT IN MEENAMBAKKAM UNDER AGE I NAVY CHENNAI
2020_MES_375476_1
AGE(I)/NAVY/CHN/of 2020- 21
Open Tender
Civil Works
Item Rate
120 days
Chennai
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
AGE(I) Navy Chennai
₹18,800
Yes
4 Dec 2020
7 Sept 2020
6 Oct 2020
7 Sept 2020
5 Oct 2020
21 Sept 2020
8 Sept 2020 - 14 Sept 2020
Amount
Excavating in post holes (or similar holes) each not exceeding 0.5 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to a distance not exceeding 50 m and making good surface complete all as specified and directed by Engineer in Charge
M&L for PCC 1:3:6 type C2 (Using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.
S&F steel work in tubular trusses, purlin, rafter, post etc including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St.-240 complete all as specified and as directed by the Engineer-in-Charge.
S&F 16 to 20mm dia. mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc. 10 cm but n. exc. 15 cm long complete all as specified and directed by the Engineer-in-Charge.
S&F pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by the Engineer-in-Charge.
S&F pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by the Engineer-in-Charge.
M&L for preparation of new or previously untreated steel surfaces of any description, over 10cm in width or girth and applying two coats of synthetic enamel paint over a priming coat of red oxide zinc chrome primer complete all as specified and directed by the Engineer-in-Charge.
Surface dressing not exc15 cm deep in soft/loose soil complete all as specified and directed by the Engineer-in-Charge.
M&L for hardcore of gauge n. exc. 63mm, deposited, spread and levelled in layers n. exc. 15cm thick, watered and rammed to a true surface complete all as specified and as directed by the Engineer-in-Charge.
M&L for 125 mm thick PCC 1:4:8 type D2 (Using 40mm graded stone aggregate) in sub base complete all as specified and as directed by the Engineer-in-Charge.
M&L for 75 mm thick PCC 1:2:4 type B1 (Using 20mm graded stone aggregate) as in floor, top course complete all as specified and as directed by the Engineer- in-Charge.
M&L for forming 12mm thick Expansion joints filled with pre-formed bituminous filler for 100 mm thick concrete and top 30mm primed and sealed with sealing compound, Grade ‘A’ complete all as specified and directed by the Engineer-in-Charge.
M&L for forming contraction (Dummy) joints 65mm deep x 10mm wide filled with sealing compound Grade 'A' complete all as specified and as directed by the Engineer-in-Charge.
S Dilli
SRI LAKSHMI ASSOCIATES
DJ Group
Banyan Engineers and Contractors
kvs constructions
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