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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹7.8 LAccepted-AOC BEGUSARAI | ₹7.8 L | L-1 | Accepted-AOC On L-1 basis |
| 2 | L-2₹8.2 L+₹44,136.90 (5.69%)Rejected-Finance | ₹8.2 L+₹44,136.90 (5.69%) | L-2 | Rejected-Finance Not accepted |
| 3 | L-3₹9.5 L+₹1.8 L (22.6%)Rejected-Finance | ₹9.5 L+₹1.8 L (22.6%) | L-3 | Rejected-Finance Not accepted |
| 4 | L-4₹9.6 L+₹1.8 L (23.7%)Rejected-Finance | ₹9.6 L+₹1.8 L (23.7%) | L-4 | Rejected-Finance Not accepted |
| 5 | L-5₹9.8 L+₹2.1 L (26.7%)Rejected-Finance PHULWARIA DARGAH TEGHRA PHULWARIA BARAUNI VILLAGE TOWN PHULWARIA CITY BEGUSARAI BEGUSARAI BIHAR 851112 INDIA | BEGUSARAI | BIHAR | 851112 | ₹9.8 L+₹2.1 L (26.7%) | L-5 | Rejected-Finance Not accepted |
Tender Value
Refer Docs
EMD Value
₹16,870
Closing Date
23 Sept 2019, 3:00 pmClosed
Deputy General Manager (Technical Services)
Indian Oil Corporation Ltd. (Pipeline Division), Barauni Kanpur Pipeline, P.O. Barauni Oil Refinery, Begusarai 851114 (Bihar)
Renovation of parking shed area and repair of road at PHBPL Barauni
2019_BKBRN_104299_1
BK/TS/970/2019-20/25
Open Tender
Civil Works
Works
120 days
PHBPL Barauni
Please refer tender document
6 documents required · 6 mandatory
₹16,870
Yes
3 Sept 2020
5 Sept 2019
24 Sept 2019
5 Sept 2019
23 Sept 2019
10 Sept 2019
Amount
Providing and laying cement concrete 1:2:4 (1 cement:2 coarse sand :4 graded stone aggregate 10 mm down size) mixed with approved brand of water proofing compound @ 1kg/bag of cement, in roof grading, coping, in bed concrete etc at all heights & depths, including providing centering and shuttering, scaffolding, watering, curing, vibrating, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.
Site cleaning work of the ground in all kinds of soil including clearing the area by removing rank vegetation and in-equalities, cutting of shrubs, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level, stacking and disposing of rubbish out of plot area to an unobjectionable area as directed by Site Engineer. The roots of the trees shall be removed to a minimum depth of 60 cm below ground level or 30 cm below formation level or a minimum of 15 cm below sub grade level whichever is lower and the hollows filled up with earth levelled and rammed complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour,shade and pattern approved by Engineer-in-charge for use in footpath/pavement, joints filled with sand, ramming/compacting the pavement, levelling, subase preparation etc complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and direction of Site Engineer
Mass excavation over areas by mechanical or manual means at site to reduce the level of the ground in ordinary soil and soil mixed with boulders except hard rock requiring blasting, including clearing the area by cutting shrubs, bushes, grass, vegetation etc., stacking and disposal out of plot, to an unobjectionable area as directed, carting away excavated material for filling in low lying areas within the plot including spreading, levelling, dressing etc. , complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.
Demolishing P.C.C. work in existing building structures at all heights and depths using pneumatic tools or as approved by Enginner-in-charge including following all safety requirements, ensuring adequate precaution to he neighbourhood structures & equipment, putting necessary cover, and disposal of unserviceable material within station area limit all complete as directed by site engineer. Note: 1. Dismantling shall be allowed during day shift only and prior permission for the same shall be obtained. 2.Providing neccesary covers/barricades around the work area is to be done prior to dismantling operations.
Providing 15 mm thick plaster to internal and external walls at all heights , depths with cement mortar 1:6 (1 cement and 6 fine sand) finished smooth / rough including raking out joints, rounding off and chamfering corners, making drip course moulding, roughening of brick ssrface, curing for etc complete in all respects inclusive of cost of labour, materials, tools, tackles etc. as per drawings, specifications and direction of site engineer.
AJAY KUMAR SINGH
RAJENDRA PRASAD SINGH
M/S UMESH SINGH
M/S NAZIR HUSSAIN AND CO
MS RAGHUNANDAN MAHTO AND CO
FATAH CONSTRUCTION COMPANY
AMAAR SALES
JH CONSTRUCTION AND ENGINEERS
RP SHARMA AND CO
M/S ANJANI KUMAR SINGH
TEPID ELECTRIC SERVICES LLP
Yuvraj Construction
MS NAVIN KUMAR SINGH
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