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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-AOC | L1 | Accepted-AOC Accepted for acceptance being lowest | |
| 2 | L2₹11.0 L+₹95,950 (9.59%)Rejected-Finance VPO GANGANA NEAR RAVIDAS MANDIR 131302 | SONIPAT | HARYANA | 131302 | L2 | Rejected-Finance Rejected for acceptance being not lowest | |
| 3 | L3₹11.1 L+₹1.1 L (11.4%)Rejected-Finance | L3 | Rejected-Finance Rejected for acceptance being not lowest | |
| 4 | L4₹11.2 L+₹1.2 L (11.5%)Rejected-Finance | L4 | Rejected-Finance Rejected for acceptance being not lowest | |
| 5 | L5₹12.0 L+₹2.0 L (19.9%)Rejected-Finance 05 AYODHYA NAGAR NEAR RAM MANDIR BEHIND HARIYA COLLEGE GOKUL NAGAR JAMNAGAR 361004 | JAMNAGAR | JAMNAGAR | GUJARAT | 361004 | L5 | Rejected-Finance Rejected for acceptance being not lowest |
Tender Value
Refer Docs
EMD Value
₹28,000
Closing Date
26 Nov 2020, 6:00 pmClosed
GE (AF) Jamnagar No.2
GE (AF) JAMNAGAR No.2, Air Force-II, Udhyog Nagar, Jamnagar - 361004
PROVN OF CERTAIN WORK SERVICES FOR AREA DRAINAGE IN DOMESTIC AREA AT AF-II UNDER GE (AF) JAMNAGAR NO.2
2020_MES_391098_1
8269/E8
Open Tender
Miscellaneous Works
Item Rate
180 days
Jamnagar
Please refer tender documents
7 documents required · 7 mandatory
₹500
GE (AF) Jamnagar No.2
₹28,000
Yes
5 Jan 2021
29 Oct 2020
27 Nov 2020
29 Oct 2020
26 Nov 2020
12 Nov 2020
Amount
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in epth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type of soil all as specified and directed.
Surface dressing n exc 15 cm deep in any type of soil including removing of debris to outside MD land all as specified and directed.
M&L Hardcore using broken stone boulders 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 specified and as directed.
M&L for PCC 1:4:8 type D 2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed.
M&L for providing precast cement concrete (1:5:8) (using 20mm graded stone aggregate) solid building blocks exc 10 cm in width (with plain or inter locking joints as directed) setting in CM 1:6 complete in wall or pillars complete all as specified and directed.
M&L for 40 mm thick cement concrete PCC 1:3:6 type C 2 (using 40mm graded stone aggregate) in surface channels and drains complete all as specified and directed.
M&L for 15 mm thick 1:4 cement plaster on fair faces of brick work or concrete surfaces and rendering, finished even and smooth (without using extra lime or cement complete all as specified and directed.
Returning filling in including spreading leveling, watering and well ramming in layers not exc 25 cm thick using excavated soil all as specified and directed.
Removing excavated soil to a distance exc 1.5 Km but n.exc 5 Km and depositing at a level not exceeding 1.50m above the starting point all as specified and directed.
M&L for Providing, cement concrete 1:2:4 type B0 (using 12.5mm graded stone aggregate) in coping 50mm thick including weathering, slightly rounded or chamfered angles and throating including necessary form work complete all as specified and directed.
Reinforced cement concrete type B1 1:2:4 (20mm graded stone aggregate) (nominal mix)in Slabs supported on walls, beams and columns in floors cover and the like all as specified and directed.
M & L for mild steel TMT bars 10 mm dia and over cut to length, bent to shape required including bending, and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed.
M&L for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for rough finished flat surface of concrete complete all as specified and directed.
M & L for formwork to edges of rough finished surface of concrete flats, treads, break in floors, window cills, concrete railings, openings in concrete walls, floor and roof n.exc. 20cm wide and sides of RCC / PCC bands in walls, horizontal or sloping and similar work complete all as specified and directed.
M&L for 450 mm bore reinforced concrete hume pipes, class NP2, laid and jointed with collars complete all as specified and directed.
M & L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in bedding including haunching & packing under and against the side of pipe of any dia bore, after they are laid and tested complete all as specified and directed.
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