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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.6 LAccepted-AOC | L1 | Accepted-AOC 1ST LOWEST | |
| 2 | L2₹33.5 L+₹2.5 L (8.17%)Rejected-Finance | L2 | Rejected-Finance 2ND LOWEST | |
| 3 | L3₹38.3 L+₹7.3 L (23.7%)Rejected-Finance | L3 | Rejected-Finance 3RD LOWEST | |
| 4 | L4₹39.2 L+₹8.3 L (26.7%)Rejected-Finance | L4 | Rejected-Finance 4TH LOWEST | |
| 5 | L5₹41.2 L+₹10.3 L (33.2%)Rejected-Finance | L5 | Rejected-Finance 5TH LOWEST |
Tender Value
₹29 L
EMD Value
₹58,000
Closing Date
22 Jan 2022, 6:00 pmClosed
GARRISON ENGINEER I GOS
GARRISON ENGINEER I GOPALPUR MILITARY STATION PO GOLABANDHA DIST GANJAM ODISHA 761052
PROVISION OF HARD STANDING CAR PARKING NEAR URC (P 07) INCLUDING SPL REPAIR TO BLACK TOP ROAD FROM P 12 (SINGLE JCO LIVING) TO P 50 (ATC LINE) UNDER GE I GOS
2021_MES_498575_1
8000/90/21-22/0989/E8
Open Tender
Civil Works
Item Rate
180 days
GOPALPUR-ON-SEA
PLEASE REFER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
Yes
GARRISON ENGINEER I GOS
₹58,000
Yes
16 Feb 2022
31 Dec 2021
24 Jan 2022
31 Dec 2021
22 Jan 2022
15 Jan 2022
Amount
Surface dressing n. exc.15 cm deep in soft/loose soil, complete all as specified and directed.
Excavation 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 sqm on plan and n.exc. 1.5 m in depth and getting out in soft/loose soil, complete all as specified and directed.
M&L for plain cement concrete 1:4:8 type D-2 using (40 mm graded stone aggregate) as in foundations, filling and mass concrete, complete all as specified and directed.
M&L brick work with sub class' B' bricks of old size, straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified and directed.
M&L for 15 mm thick rendering on fair faces of brick work or concrete surfaces in cement mortar 1:6, finished even and smooth without using extra cement, complete all as specified and directed.
M&L for moorum filling under floor or in foundations including watering and consolidation complete all as specified and directed.
M&L for spreading and leveling in layers n.exc. 25 cm thick including well ramming watering etc. complete all as specified and directed.
M&L for hardcore of gauge n.exc. 63 mm, deposited, spread and levelled in layers n.exc. 15 cm thick, watered and rammed to a true surface using broken stones or boulders, complete all as specified and directed.
M&L 100 mm thick PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base, complete all as specified and directed.
M&L 100 mm thick PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in sub base, finishing cement concrete even and smooth without using extra cement complete all as specified and directed.
Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound,Grade ‘A’, complete all as specified and directed.
Forming Construction joint 30mm deep x 10mm wide filled with sealing compound, complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm in soft/loose soil, complete all as specified and directed.
M&L in repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to atleast 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) complete all as specified and directed.
M&L preparing existing blacktop surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed.
M&L for applying evenly a priming/tack coat with bituminous primer at 5 kg per 10 sq metre of paving bitumen (VG-10) complete all as specified and directed.
M&L for premix bituminous macadam with 4% binder paving bitumen (VG-30) content by weight of total mix laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) and rolled with power roller 8 to 10 ton complete all as specified and directed.
M&L for laying and spreading of bituminous premix asphaltic dense concrete 40mm consolidated thickness with 5.5 % binder content by weight of total mix, rolled and compacted to required camber and gradient complete using paving bitumen (VG-30) any penetration.(The SDAC laid with mechanical paver and rolled with 8-10 tonne tandom power roller) complete all as specified and directed.
M&L for preparation of new/old surface of road and applying 1.0 mm thick and 100 mm wide reflective resign thermoplastic paint by hot application of approved colour/make complete all as specified and directed.
S&F colour reflective pavement marker (cat eye) withmicro prismatic lens in both direction having thermoplastic body with flex resistant base & abrasion resistance creamer coating fixing of road surface with special adhesive and suitable rivet head nail complete all as specified and directed.
S&F sparkle solar road studs size 125 mm x125 mm x 90 mm ht with detachable batery 6 LEDs three on each side, ultra bright LED in red/yellow colours completely water resistance and weather proof, using of adhesive and fixing procedure as per manufacturer supervision of their competent technician etc complete all as specified and directed.
S&F sparkle road side delineators with tri colour reflector and 150 mm wide reflectro radium stiker pasted over MS pipe approx 100 mm dia and 100 cm long fixed in cement concrete bedding 150 mm x 150 mm x 300 mm, 1:3:6 type C-1 (Using 20 mm graded aggregate incl necessary earth work complete all as specified and directed.
Bansal And Co
HARAGOURI SUPPLIERS
M/S JAGANNATH SASMAL
M/s MAA BHAIRABI ENTERPRISES
G.KRISHNA MURTHY AND PARTNERS
DHABALESWAR ENGINEERING WORKS
M/S SIWALIK AND CO
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