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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.2 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹19.1 L+₹90,925 (4.99%)Rejected-AOC | L2 | Rejected-AOC Rejected |
Tender Value
₹19.3 L
EMD Value
₹38,500
Closing Date
8 Jul 2024, 6:00 pmClosed
Garrison Engineer(N) Mamun
Garrison Engineer(N) Mamun Pin-145001
SPL REP TO HARD STANDING NEAR BUILDING NO P-135 AND PROVN OF BARBED WIRE, CHAIN LINKING FENCING AT CERTAIN PLACES UNDER GE(N) MAMUN
2023_MES_630081_7
GE(N)/M-59/2023-24
Open Tender
Civil Works
Item Rate
180 days
Garrison Engineer(N) Mamun
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
Garrison Engineer(N) Mamun
₹38,500
6 Sept 2024
18 Jun 2024
10 Jul 2024
18 Jun 2024
8 Jul 2024
25 Jun 2024
Amount
Excavating in post holes (or similar holes) in soft /loose soil 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, complete all as specified and directed.
Removing excavated material to a distance n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed.
Demolition of cement concrete (un-reinforced) in ground floor and paving n.exc 15 cm thick (below or above ground level) and removal of rubbish beyond MOD land complete all as specified and directed.
M&L for providing cement concrete 1:4:8 type D-2 using 40mm graded stone aggregates as in sub base, foundation, filling and mass concrete complete all as specified.
M&L for 100mm thick cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregates as in hard standing/floor etc, laid in bays as directed, making impression by brooms to required rough finishing surface complete all as specified and directed.
M&L for PCC 1:2:4 type B-2 using 40mm graded crushed stone aggregate in foundation, filling and mass concrete complete all as specified and directed.
Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound, Grade ‘B’, complete, all as specified and directed.
Forming Construction joints 30mm deep x 10mm wide, filled with sealing compound, Grade ‘B’, complete, all as specified and directed.
M&L for preparation of new steel or iron surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.
S&F Mild Steel posts and struts in fencing including cutting top to shape as directed, drilling holes, notiching for wire etc, flat iron fillet (for securing wire mash etc) including all necessary drilling bolting or revetting etc including tarring to embaded steel work and similar work conforming to Fe 410-0 or Fe-310-0 complete all as specified and directed.
S&F Mild steel screw bolt (machine made) with hexagonal or square heads at one end, screwed the other or screwed both ends. Each screwed end to be fitted with two washers and one hexagonal or square nut n exc 5 cm long (5 to 10mm dia) complete all as specified and directed.
Supply only 10 mm dia mild steel round bars as in stiffener to chain link fencing including necessary cutting bending etc. conforming to Grade-I, IS 432-2000 (Part-I) complete all as specified and as directed.
S&F chain link fencing of oblong wire mesh size 100x100mm of weight not less than 2.0 Kg/Sqm including line wires, any mesh, size and to any type of standards, rails, straining bolts, etc. including provision of binding wire and fixed with fencing posts complete all as specified and directed.
S&F in repairs galvanised 2 strand steel barbed wire 2.24 mm dia barded with 2mm dia wire at 75 mm spacing, straining and fixing to any type of standard rail, standard bolts including securing or tying at crossing with galvanized mild steel wire staple or steel pins complete all as specified and directed. Note: Each line of wire to be measured separately.
Deduct : Total amount of SCH 'A' SECTION-II (SCH OF CREDIT) Rs. 0.00 to be deducted from Schedule ‘A’ (BOQ) to arrive at the Contract Sum.
M/S NARESH KUMAR SHARMA
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