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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | ₹3.7 L Quoted ₹4.0 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹4.7 L+₹79,273 (20.1%)Rejected-Finance | ₹4.7 L+₹79,273 (20.1%) | L2 | Rejected-Finance Higher bid value |
| 3 | L3₹4.8 L+₹83,802 (21.2%)Rejected-Finance | ₹4.8 L+₹83,802 (21.2%) | L3 | Rejected-Finance Higher bid value |
Tender Value
₹6 L
EMD Value
₹12,000
Closing Date
20 Aug 2020, 6:00 pmClosed
AGE (I) (AF) PURNEA
AGE (I) (AF) PURNEA,PURNEA
REPAIR/REPLACEMENT OF AIR FIELD LINK SIGN BOARD FOR RUNWAY AT AFS PURNEA UNDER AGE (I) (AF) PURNEA
2020_MES_355404_1
C/8869/E8
Open Tender
Civil Works
Item Rate
180 days
AGE (I) (AF) PURNEA
AS PER NIT
7 documents required · 7 mandatory
₹500
AGE I AF PURNEA
₹12,000
Yes
3 Oct 2020
24 Jun 2020
22 Aug 2020
24 Jun 2020
20 Aug 2020
7 Jul 2020
Amount
Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories)
Dismantling boarding, any description, fixed in any position in screws
S&F of 50mm bore Unplasticised PVC pipes of pressure rating 10 kgf/cm2 fixed complete to walls, ceilings or in floors etc., any type of pipe, Complete all as specified and as directed by Engineer-in-charge.
S&F of micro prismatic type retro reflective boards confirming to Type-XI of ASTM D-4956 and IRC-67-2010, made of 3mm thick PVC shetting. The front side is to be covered with micro prismatic polycarbonate retro reflective sheeting confirming to Type XI of ASTM incl writing letters / figures etc. Complete all as specified and as directed by Engineer-in-charge.
S&F mild steel screw bolt 5 to 10mm dia meter of neck (machine made) with hexagonal or square heads at one end and screwed the other, fitted with washers and one hexagonal or square nut, exc 5 cm but n exc 10cm long.
S&F mild steel screw bolt 5 to 10mm dia meter of neck (machine made) with hexagonal or square heads at one end and screwed the other, fitted with washers and one hexagonal or square nut, exc 10 cm but n exc 15cm long.
Demolition of cement concrete un reinforced of Concrete of any description and in any position not otherwise specifically provided for.Complete all as specified and as directed by Engineer-in-charge.
Excavation in post holes (or similar holes) in soft/loose soil each n.exc 0.50Cum 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 n.exc 50m and making good surface.
M&L for PCC 1:3:6, type C1 (using 20mm graded stone aggregate) as in post filling, bed plate and bed block to hold fast concrete.Complete all as specified and as directed by Engineer-in-charge. Note:-The contract sum shall be arrieved at after deducting amount of schedule of credit from the total quated amount.
M/S SATISH KUMAR SINGH AND SONS
m/sramanujsinghandsons
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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