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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 LAccepted-AOC GALI NO 4 GAUSHALA ROAD VIKASH NAGAR RAMGARH CANTT RAMGARH JHARKHAND 829122 | RAMGARH CANTT | RAMGARH | JHARKHAND | 829122 | L1 | Accepted-AOC Lowest and Reasonable | |
| 2 | L2₹13.8 L+₹77,915 (5.97%)Rejected-Finance VIKASH NAGAR ROAD NO 1 NEAR GAUSHALA RAMGARH CANTT JHARKHAND 829122 | RAMGARH CANTT | RAMGARH | JHARKHAND | 829122 | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹14.4 L+₹1.4 L (10.4%)Rejected-Finance 30 INDUSTRIAL AREA KOKAR RANCHI 834004 JHARKHAND | RANCHI | JHARKHAND | 834004 | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹14.7 L+₹1.6 L (12.4%)Rejected-Finance | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹14.9 L+₹1.9 L (14.4%)Rejected-Finance | L5 | Rejected-Finance Not Lowest |
Tender Value
Refer Docs
EMD Value
₹26,200
Closing Date
2 Jan 2021, 6:00 pmClosed
GE Dipatoli
GARRISON ENGINEER DIPATOLI, MES, PO-HOTWAR, RANCHI-835217
PROVN OF APPROACH ROAD AT 323 FD HOSPITAL AND CONSTRUCTION OF ROAD FROM COOK HOUSE OF HQ BATTERY BLDG NO. P-33 TO MT GATE NO. 1 OF 163 MED REGT AT DIPATOLI MIL STATION
2020_MES_393527_3
8000/1634/E8
Open Tender
Civil Works - Roads
Item Wise
120 days
Dipatoli
Class E Category a(i)
7 documents required · 7 mandatory
₹500
Yes
GE Dipatoli
₹26,200
Yes
14 Jan 2021
26 Dec 2020
4 Jan 2021
26 Dec 2020
2 Jan 2021
28 Dec 2020
Amount
Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth and getting out in soft/loose soil etc. including trimming bottom and sides of trenches, leveling/ grading and ramming bottom of excavation complete all as specified and directed.
Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in soft/loose soil complete all as specified and directed.
Removing surplus excavated soil to a distance n.exc 50 meter and depositing where directed at leveln.exc 1.50 m above the starting point complete all as specified and directed.
Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil complete all as specified and as directed at site.
M&L 100 mm thick (spread thickness) moorum/red bajri, spreading, rolling and consolidating to gradient and camber required complete all as specified and as directed.
S & F road stud made out of ABS (cat eye) of size 108mm x 100 mmx20mm dynamically designed to bear maximum load, with two highly reflective reflectors moulded in PMMA material are fitted on to the stud for better night time reflection complete all as specified and as directed.
M&L for PCC (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete etc complete all as specified and directed.
Rolling and consolidating formation surfaces in cutting with power 8 to 10 tone including filling in hollow and depression which occurs durring rolling complete all as specified and as directed.
M&L for soling (sub base) with broken boulders or quarried stones 150 mm thick spread interstices filled surface formed rolled and consolidated to required gradient and camber complete all as specified and as directed.
M&L for 150 mm thick (compacted thickness) WBM in two layers with broken stones with coarse aggregate of grading I( 90 mm to 40 mm size) spread,rolled and consolidated to gradient and camber required complete all as specified and as directed.
M&L of preparation of unsurfaced WBM surfaces by wire brushing for removing caked mud etc and sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all dirt and applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 sq m and applying premixed bituminous carpet 40 mm thick laid by mechaniclal pavers consolidated thickness with 0.54 cum of stone chipping mixed with 29.2 kg of binder rolled and compacted to required camber and gradient with power roller and premixed sand seal coat with 0.06 cum of sand mixed with 6.8 kg of bitumen applied and rolled to uniform smooth surface with roller complete all as specified and as directed.
M&L for continuous brick edging with width equal to the width of brick, old size bricks with kiln burnt sub class B bricks of compreesive strength not less than 75 Kg/Sqm laid dry on end including necessary earth work complete all as specified and as directed.
M&L painting centre line arrow, dashes on road pavement with not exc 10 cm m wide retro reflective thermoplastic road marking materials of approved make by mechanical machine complete all as specified and as directed.
M&L for brick work with sub class "B" bricks straight or curved on plan exceeding 6 mtr mean radius and built in CM 1:4 complete all as specified and directed.
M&L for rendering 15 mm thick in CM (1:4) on fair faces of brick work or concrete surfaces including finishing the surface even and smooth without using extra cement complete all as specified and directed.
M&L for providing PCC (1:2:4) type B-2 (using 40 mm graded stone aggregate) as in coping, moulded or chamfered edges and like of manholes and similar work complete all as specified and directed.
M&L for 300mm dia RCC pipe, class NP2, laid and jointed with and including collars complete all as specified and directed.
M/s Kamleshwar Singh
Raj Construction
m/s sheo kumar singh & sons
M/S Bhushan Kumar Jain
M/S Popatlal A. Rathod
M/S Kunwar Construction
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