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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.6 LAccepted-AOC | ₹28.6 L | L1 | Accepted-AOC LOWEST AND REASONABLE RATE |
| 2 | L2₹31.6 L+₹2.9 L (10.2%)Rejected-Finance WANIAWAD BHUJ KUTCH 370001 | BHUJ | KUTCH | GUJARAT | 370001 | ₹31.6 L+₹2.9 L (10.2%) | L2 | Rejected-Finance HIGHER RATE |
| 3 | L3₹31.7 L+₹3.0 L (10.6%)Rejected-Finance | ₹31.7 L+₹3.0 L (10.6%) | L3 | Rejected-Finance HIGHER RATE |
| 4 | L4₹32.1 L+₹3.5 L (12.1%)Rejected-Finance | ₹32.1 L+₹3.5 L (12.1%) | L4 | Rejected-Finance HIGHER RATE |
| 5 | L5₹33.4 L+₹4.8 L (16.7%)Rejected-Finance | ₹33.4 L+₹4.8 L (16.7%) | L5 | Rejected-Finance HIGHER RATE |
Tender Value
₹35.0 L
EMD Value
₹70,040
Closing Date
28 Sept 2024, 6:00 pmClosed
GE ARMY
BHUJ
PROVN OF CHAINLINK FENCING FROM GD POST NO 06 TO POST NO 07 AND CONSTR OF HARDSTANDING FOR A VEH INFRONT OF GARAGE SHEDS AT MIL STN BHUJ UNDER GE ARMY BHUJ
2024_MES_668562_1
8219
Open Tender
Civil Works
Item Rate
180 days
GE ARMY BHUJ
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
GE ARMY BHUJ
₹70,040
Yes
22 Oct 2024
2 Sept 2024
30 Sept 2024
2 Sept 2024
28 Sept 2024
15 Sept 2024
Amount
Excavating in Soft/loose soil post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n exc. 50 m and making good surface complete all as specified and as directed.
Excavating in soft/disintegrated rock post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n exc. 50 m and making good surface complete all as specified and as directed.
M/L PCC 1:2:4 type B2 using 40mm graded trap stone aggregate as in foundation complete all as specified and as directed.
S & F of Framed works for chain links angles, frame work for watertanks including etc conforming to Fe-290.Gde-E-165 complete all as specified and as directed.
M & L for round bars 10mm dia and over cut to length, bent to shape including cranking, binding spirally for hooping for columns hooking ends and binding with end including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed.
Supply only chain link mild steel galvanized fencing of mesh size 75 x 75 mm & nominal dia of mesh wire not less than 3 mm complete all as specified and as directed.
Fixing only chain link fencing including line wire, any mesh size and type to any type of standard rails, straining bolt etc complete all as specified and as directed.
Supply only mild steel flat iron of Fe-410-0 or Fe-310-0 in required length for fixing/supporting to chain link fencing and post complete all as specified and as directed.
S & F mild steel (5 to 10mm dia of neck) screw bolt (machine made) exc 5cm but not exc 10 cm in length with hexagonal or square head at one end and screwed the other each screw end to be fitted with washer 3 mm thick mild steel complete all as specified and as directed.
S&F of 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. as directed (each line wire to be measured) and paid sepratly complete all as specified and as directed.
S&F of Concertina Razor wire coil of 450 mm dia and fixed to MS Angles complete all as specified and as directed.
M&L Preparation of new steel surface of anydescrition n exc 10 cm width or girth when unconnected with other painting or when painted indifferent tint complete all as specified and as directed.
M&L Preparation of new steel surface exc 10 cm width and girth and applying two coat of synthetic enamel paints over a coat of red oxide primer complete all as specified and as directed.
M&L for Surface excavation in soft/loose soil n exc 30 cm deep and averaging 15 cm deep and getting out complete all as specified and directed.
M&L for Soft/loose soil excavating over areas, n exc 1.5 m deep and getting out complete all as specified and as directed.
M&L for Soft/ loose soil 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 all as specified and directed.
Removing excavated soil not exceeding 50 m distance and depositing where directed at alevel n exc 1.5 metre above the starting point complete all as specified and directed.
M&L for 100 mm thick Broken stone or boulder Hardcore of guage n exc 63 mm, deposited, spread and levelled in layers not exc 15 cm thick , watered and rammed to a true surface etc complete all as specified and as directed.
M&L 100 mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in as in sub base complete all as specified and as directed.
M&L for 150 mm thick PCC in foundations, filling and mass concrete Type B2 1:2:4(40 mm grade aggregate complete all as specified and as directed.
M&L for Stone sett flooring with stone setts of size 200 to 250mm long, 150 to 200mm wide and 150mm deep and sides dressed; bedded in cement mortar 1:3, joints 20mm thick; grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush complete all as specified and as directed.
M&L for Edge stones to flooring with stone setts of size 250 to 300mm long x l50 to 200mm wide, and 450mm deep and and sides dressed; bedded in cement mortar 1:3, joints 20mm thick; grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush complete all as specified and as directed.
NOTE APPLICABLE FOR ALL ITEMS :- If rate quoted for similar/identical items in same part of Sch ‘A’ is at variance, the lowest rate quoted shall only be considered for payment to the contractor.
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