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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L4₹44.5 L+₹3.5 L (7.55%)Accepted-AOC VILLAGE POST PATHOLI AGRA UTTAR PRADESH INDIA | L4 | Accepted-AOC Being lowest | |
| 2 | L1₹45.9 LRejected-Finance | L1 | Rejected-Finance Being lowest | |
| 3 | L2₹46.1 L+₹22,192 (0.48%)Rejected-Finance | L2 | Rejected-Finance Other than lowest | |
| 4 | L3₹48.3 L+₹2.5 L (5.38%)Rejected-Finance | L3 | Rejected-Finance Other than lowest | |
| 5 | Rejected-Technical | - | Rejected-Technical Not Recommeneded due to contractor submitted bid withdrawal letter |
Tender Value
Refer Docs
EMD Value
₹92,014
Closing Date
30 Sept 2024, 6:00 pmClosed
Maj Dinoop Kumar
GE (W) Agra
PROVN OF EXTERNAL PERIMETER WALL FROM MT GARAGE TO CSD OF 50(I) PARA BDE SIG COY AND PROVN OF HARD STANDING OF CYCLE STAND HAVING APPROX AREA 200 SQM IN FRONT OF COD AGRA MAIN GATE UNDER AGE B/R-I OF GE (W) AGRA
2024_MES_670011_1
8012/1050/E8
Open Tender
Civil Works
Item Rate
180 days
GE (West) Agra
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
Yes
GE (West) Agra
₹92,014
Yes
6 Dec 2024
2 Sept 2024
3 Oct 2024
2 Sept 2024
30 Sept 2024
16 Sept 2024
Amount
M&L surface dressing n exc 15 cm deep soft/loose soil complete all as specified and directed. By Engr-in-Charge.
M & L 75 mm thick cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) as in sub-base/ hard standing complete complete all as specified and directed. By Engr-in-Charge..
M & L 80mm thick precast interlocking coloured paver rubber moulded bolck factory made of grade M-40 single layer monolithic high density manufactured by electro vibro hydraulically operated block making maching conforming to IS-15658-2006 laid and joints over sand cushion layer complete all as specified and directed. By Engr-in-Charge..
M & L sand filling under floors or in cushion layer complete all as specified and directed. By Engr-in-Charge.
M & L for PCC, 1:2:4, type B-0 (using 12.50mm graded stone aggregate) as in leveling course, benching, cooping etc, finished even and rough to receive cement mortar screed bed complete all as specified and directed. By Engr-in-Charge.
M&L Excavating 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 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil as in foundation complete all as specified and directed. By Engr-in-Charge.
M&L Excavating over area, n exc 1.5 m deep for foundation, etc and getting out in soft/loose soil as in foundation complete all as specified and directed. By Engr-in-Charge..
M&L for PCC type D2 (1:4:8) as in foundation, filling and mass concrete complete all as specified and directed. By Engr-in-Charge.
S&F 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 mild steel wire anealed not less than 0.9mm dia or securing with clips complete all as specified and directed. By Engr-in-Charge.
.-ditto- 5mm dia and over upto and including 10mm dia in stirrups etc complete all as specified and directed. By Engr-in-Charge.
M&L for form work to sides of concrete foundations ,footings,bases of columns, plinth beams and lintel beam similar work or to better rough finished surface of concrete etc complete all as specified and directed. By Engr-in-Charge.
M&L for form work to sides of pillars,posts,strut,piers,columns and stanchions finished surface of concrete etc complete all as specified and directed. By Engr-in-Charge.
M&L for form work to soffits of Plinth beam & lintel beams etc rough finished surface of concrete etc complete all as specified and directed. By Engr-in-Charge.
M&L for RCC grade A-1, type (1:1.5:3) volumetric mix using 20 mm graded coarse aggregate as in footing foundation complete all as specified and directed. By Engr-in-Charge.
M&L for RCC grade A-1, type (1:1.5:3) volumetric mix using 20 mm graded coarse aggregate as in Plinth Beams,cantilevers, lintels etc complete all as specified and directed. By Engr-in-Charge.
M&L for RCC grade A-1,type (1:1.5:3) volumetric mix using 20 mm graded coarse aggregate as in columns complete all as specified and directed. By Engr-in-Charge.
Returning filling in trenches in layers n. exc 25cm thick, watering, well ramming complete in soft/loose soil complete all as specified and directed. By Engr-in-Charge.
Removing excavated material n. exc 50m and depositing where directed at level n. exc 1.50 in soilscomplete all as specified and directed. By Engr-in-Charge.
M&L brick work with sub class 'B' old size bricks straight or curved on plan exc 6m mean radius built in cm (1:6) complete all as specified and directed. By Engr-in-Charge.
M&L for 15mm thick rendering in other than fair faces in CM 1:4 incl water proofing compound complete all as specified and directed. By Engr-in-Charge..
M&L for preparation of new surfaces of wall and applying 1mm thick water proof wall care putty and over two coats of cement base paint paint etc complete complete all as specified and directed. By Engr-in-Charge.
S & Fe 410 -W (GdeE- 250) qualityA Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc complete all as specified and directed. By Engr-in-Charge..
M&L for preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of red oxide primer etc complete all as specified and directed. By Engr-in-Charge.
S & F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified and directed. By Engr-in-Charge.
Tulsi Enterprises (BID ID -3106910)
MNR ASSOCIATES (BID ID -3122026)
C P Singh and Co (BID ID -3108298)
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