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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.9 LAccepted-AOC | L1 | Accepted-AOC aoc | |
| 2 | L2₹15.4 L+₹47,041 (3.15%)Rejected-Finance | L2 | Rejected-Finance L1 being accepted | |
| 3 | L3₹15.7 L+₹80,566 (5.40%)Rejected-Finance | L3 | Rejected-Finance L1 being accepted | |
| 4 | L4₹15.8 L+₹89,096 (5.97%)Rejected-Finance | L4 | Rejected-Finance L1 being accepted | |
| 5 | L5₹15.9 L+₹94,066 (6.30%)Rejected-Finance | L5 | Rejected-Finance L1 being accepted |
Tender Value
₹14.5 L
EMD Value
₹28,980
Closing Date
20 Jan 2020, 6:00 pmClosed
CWE AF TRIVANDRUM
CWE AF TRIVANDRUM HQ SAC IAF COMPLEX AKKULAM THURUVIKKAL POST TRIVANDRUM 11
SPECIAL REPAIR AND WIDENING OF ROADS AT CERTAIN LOCATIONS AT AF STN SURYALANKA
2019_MES_308864_1
CWE(AF)/TVM/SUR/82283
Open Tender
Civil Works
Item Rate
180 days
AGE I AF Suryalanka
As per NIT
7 documents required · 7 mandatory
₹500
AGE I AF Suryalanka
₹28,980
Yes
14 Feb 2020
23 Dec 2019
22 Jan 2020
23 Dec 2019
20 Jan 2020
7 Jan 2020
23 Dec 2019 - 3 Jan 2020
Amount
SCHEDULE 'A'
Excavating over areas n. exc. 1.5 m deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.
Rolling and consolidating formation surfaces in cutting with 8 to 12 tonne power roller all as specified complete all as specified and directed by Engineer-in-Charge.
M&L for moorum/red bajri filling in floors or pavements, laid in layers n. exc. 15 cm thick, spread, leveled and rammed including watering complete all as specified and directed by Engineer-in-Charge.
M&L for soling (or sub base) 150 mm thick (spread thickness) with broken boulders or quarried stone (lime stone, sand stone, flint or quartzite) broken to size ranging 100mm to 50 mm interstices filled, surfaces formed and rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller complete all as specified and as directed
M&L for 100 mm thick cement concrete 1:4:8 type D-2 using 40 mm graded granite stone aggregate in sub bases, sub floors and pavings etc complete all as specified and directed by Engineer-in-Charge.
M&L for pavement quality control concrete of flexural strength 40 kg/sqcm in field using 400 Kg of cement per cubic metre, finished fair and even without using extra cement with approved synthetic fibre reinforcement @ 125gms per 50kg of cement, thickness of concrete 25 cm or less complete all as specified and directed by Engineer-in-Charge..
M&L for forming 12 mm thick expansion joints in 150mm thick concrete slab, filled with pre-formed bituminous filler and top 30 mm primed and sealed with sealing compound, Grade ‘A’complete all as specified and directed by Engineer-in-Charge.
M&L for forming Contraction (Dummy) joints 65mm deep x 10 mm wide, filled with sealing compound Grade ‘A’ complete all as specified and directed by Engineer-in-Charge.
M&L for finishing surface of concrete roads, hard standing pavements, by brooming complete all as specified and directed by Engineer-in-Charge.
Removing excavated material (soil) n.exc. 50 m and depositing where directed at a level n.exc. 1.5 m above the starting point. complete all as specified and directed by Engineer-in-Charge.
Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc. and removing from site all as specified and directed by Engineer-in-Charge.
Demolition of cement concrete (reinforced) (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for and removing from site all as specified and directed by Engineer-in-Charge. ..
Total of Schedule 'A'
K VENUGOPALA SWAMY
Bismi Engineering
BEEGEE DESIGN SYSTEMS
G V N R CONSTRUCTIONS
AYYAPPA CONSTRUCTIONS
S A R CONSTRUCTIONS
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