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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC 106 AGARWAL AND COMPANY PROFESSOR COLONY OPP OF WALL FORT CITY RING ROAD NO 01 RAIPUR CHHATTISGARH 492001 | RAIPUR | CHHATTISGARH | 492001 | ₹1.7 Cr | L1 | Accepted-AOC Being Lowest |
| 2 | L2₹1.8 Cr+₹18.5 L (11.2%)Rejected-Finance 101 VRAJ APARTMENT OPP POLICE HEAD QUARTERS SARU SECTION ROAD JAMNAGAR 381008 | JAMNAGAR | 381008 | ₹1.8 Cr+₹18.5 L (11.2%) | L2 | Rejected-Finance Being not Lowest |
| 3 | L3₹1.9 Cr+₹23.1 L (13.9%)Rejected-Finance | ₹1.9 Cr+₹23.1 L (13.9%) | L3 | Rejected-Finance Being not Lowest |
| 4 | L4₹2.0 Cr+₹32.9 L (19.8%)Rejected-Finance | ₹2.0 Cr+₹32.9 L (19.8%) | L4 | Rejected-Finance Being not Lowest |
| 5 | L5₹2.2 Cr+₹49.9 L (30.1%)Rejected-Finance | ₹2.2 Cr+₹49.9 L (30.1%) | L5 | Rejected-Finance Being not Lowest |
Tender Value
Refer Docs
EMD Value
₹3.1 L
Closing Date
7 Nov 2020, 6:00 pmClosed
CE AF Gandhinagar
CE AF MES Lekawada patia Gandhinagar-382042
PROVN OF AREA DRAINAGE SYSTEM AND MODIFICATION TO RAVINE DRAIN AT VSN GANDHINAGAR
2020_MES_383591_1
89391
Open Tender
Civil Works
Item Rate
365 days
GE AF CHILODA
As per NIT and tender document
9 documents required · 9 mandatory
₹2,000
GE AF CHILODA
₹3.1 L
Yes
6 Jan 2021
5 Oct 2020
9 Nov 2020
5 Oct 2020
7 Nov 2020
26 Oct 2020
12 Oct 2020 - 19 Oct 2020
Amount
AREA DRAINAGE
M&L for surface dressing not exceeding 15cm deep of soft/loose soil complete.
Excavating in trenches in soft and loose soil, n exc 1.5 m wide and n exc 1.5 m in depth for foundation etc. complete all as specified and as directed.
Excavating in trenches in hard dense soil, n exc 1.5 m wide and n exc 1.5 m in depth for foundation etc complete all as specified and as directed.
Excavating in trenches, n exc 1.5 m wide and exc 1.5 m but n exc 3.0m depth for foundation, etc. and getting out in any type of soil complete all as specfied and directed.
Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil complete
Excavating over areas exc 1.5 m but n Exc 3.0 m deep and getting out in soft/loose soil.
M& L for foundation filling and mass concrete type D2 (1:4:8) using 40 mm graded stone aggregate complete all as specfied and directed.
M& L for cement concrete type C2 (1:3:6) using 40 mm graded stone aggregate as in filling mass concrete complete all as specfied and directed.
M&L for reinforced concrete pipe,class NP-2, 450mm bore pipe, laid and jointed complete with collars, jointed with cement mortar (1:1) all as directed
M&L for brick work with flyash bricks , stright or curved on plan exc 6 m mean radius , built in CM 1:6 Complete all as specfied and as directed.
M&L for PCC (1:3:6) type C1 (using 20mm graded stone aggregates) as in coping including necessary formwork etc complete all as specified and as directed.
M&L for extra for forming fair finished drain or channel 50 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped end etc complete
M&L for rendering 10 mm thick on fair faces of brick work in CM 1:6 and finsh the surface even and smooth without using extra cement complete all as specfied and directed.
S&F 75 mm bore PVC (SWR) pipes single socketed, in any length as required as in weep holes of walls complete all as spefied 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 complete all as specfied and directed.
M&L for Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specfied and as directed.
M&L for removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specfied and as directed.
M&L for removing excavated material exc. 250 m but n exc. 500 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specfied and as directed.
M&L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work; vertical or to batter complete all as specfied and as directed.
M&L for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc vertical or to batter on flat rough finished surfaces of concrete complete all as specfied and as directed.
M&L for M- 25 Design mix RCC using 20 mm graded aggregate as in Walls, retaining walls, basement walls, ballast walls and the like, any thickness; above top of footings, including attached pilasters and buttresses complete all as specfied and directed.
M&L for M- 25 Design mix RCC RCC using 20 mm graded aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams, bases for columns etc,basement slabs, under-reamed piles and mass concrete complete all as specfied and directed.
M& L For Providing precast cement concrete type B1 (1:2:4) using 20 mm graded stone aggregate as in cover slabs set and jionted in CM 1:6 etc complete all as specfied and directed
M&L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete.
M&L for Mild steel round bars of grade I 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips.
Schedule of credit Rs 0.00
M/s SK Traders
RAMDEV CONSTRUCTION CO.
M/s Matadeen Ramchandra Agarwal
DMA PROJECTS
VIJAY CONSTRUCTION CO
SG ENGINEERING CO
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