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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.6 LAccepted-AOC BASTI GOVINDPURA SIMBAL MORH MAKHANPUR GOJRAN JAMMU J K 181101 | JAMMU | JAMMU AND KASHMIR | 181101 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹39.3 L+₹72,080 (1.87%)Rejected-Finance DHAMDHA ROAD DURG CHHATTISGARH 491001 | DURG | CHHATTISGARH | 491001 | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹41.7 L+₹3.1 L (8.01%)Rejected-Finance | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹42.2 L+₹3.6 L (9.31%)Rejected-Finance | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹44.2 L+₹5.6 L (14.5%)Rejected-Finance | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | M/S Shesh Paul Gupta L5 | NARESH KUMAR AND COMPANY L7 | M/S SINGH CONSTRUCTION AND WORKS L4 | bamral builder L3 | HANS ENTERPRISES L6 | J P TECHNO L1 | M/S SHAKTI STEEL INDUSTRIES L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in post holes each not exc 0.50 cum, getting out in any type of soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layer not exc 25cm and removing surplus soil to a distance not exc 50m and making good surface all as specified`and directed . | 300 | Each | 100 ₹30,000 | 180 ₹54,000 | 50 ₹15,000 Lowest | 105 ₹31,500 | 60 ₹18,000 | 120 ₹36,000 | 50 ₹15,000 Lowest |
| 2.00 | Surface excavation n.exc. 15 cm deep and getting out in any type of soil complete all as specified and directed. | 400 | Sqm | 30 ₹12,000 | 15 ₹6,000 | 13 ₹5,200 Lowest | 19 ₹7,600 | 15 ₹6,000 | 20 ₹8,000 | 30 ₹12,000 |
| 3.00 | M&L for plain cement concrete 1:4:8, type D2 (using 40mm graded crushed stone aggregates) as in sub base of foundation, filling & mass concrete complete all as specified and directed. | 12 | Cum | 400 ₹4,800 Lowest | 2,500 ₹30,000 | 2,500 ₹30,000 | 2,490 ₹29,880 | 3,200 ₹38,400 | 1,500 ₹18,000 | 2,800 ₹33,600 |
| 4.00 | M&L for plain cement concrete 1:1.5:3, type A1 (using 20mm graded crushed stone aggregates) as in foundation for filling of posts and struts & mass concrete complete all as specified and directed. | 60 | Cum | 6,000 ₹3,60,000 | 4,600 ₹2,76,000 | 4,000 ₹2,40,000 | 4,300 ₹2,58,000 | 5,000 ₹3,00,000 | 3,200 ₹1,92,000 Lowest | 4,500 ₹2,70,000 |
| 5.00 | S&F structural rolled steel section as in framing for cladding glazing and like, fixed with angle cleats and connecting plates etc conforming to Fe-410-W (Gde -250) complete all as specified and directed . | 34,470 | Kg | 85 ₹29,29,950 | 90 ₹31,02,300 | 84 ₹28,95,480 | 85 ₹29,29,950 | 88 ₹30,33,360 | 70 ₹24,12,900 Lowest | 74 ₹25,50,780 |
| 6.00 | S&F mild steel screw bolts having dia of neck 11 mm to 15 mm (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut exc 10cm and n. exc 15 cm long complete all as specified and directed . | 400 | Kg | 180 ₹72,000 | 130 ₹52,000 | 100 ₹40,000 Lowest | 120 ₹48,000 | 160 ₹64,000 | 220 ₹88,000 | 160 ₹64,000 |
| 7.00 | S&F Galvanised, 2 strand, steel barbed wire 2.24 mm dia, barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails, straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc. as directed (each line wire to be measured).complete all as specified and directed. | 35 | 100 RM | 1,600 ₹56,000 | 1,340 ₹46,900 Lowest | 1,500 ₹52,500 | 1,437.15 ₹50,300.25 | 1,500 ₹52,500 | 1,800 ₹63,000 | 1,500 ₹52,500 |
| 8.00 | S&F Pre painted galvalume aluminium zinc coating (AZ-150 micron) GI based corrugated steel sheet 0.5 mm thick of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall as view cutter fixed with self tapping screws complete all as specified and directed . | 1,160 | Sqm | 700 ₹8,12,000 | 700 ₹8,12,000 | 699 ₹8,10,840 | 595 ₹6,90,200 Lowest | 700 ₹8,12,000 | 720 ₹8,35,200 | 660 ₹7,65,600 |
| 9.00 | M&L for preparation of new or previously untreated steel surface of any description over 10cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed | 850 | Sqm | 60 ₹51,000 | 70 ₹59,500 | 35 ₹29,750 Lowest | 50 ₹42,500 | 60 ₹51,000 | 70 ₹59,500 | 88 ₹74,800 |
| 10.00 | S&F Concertina coil fencing with punched tape concertina coil 600 mm dia, streched to 6 meter length, having 50 Nos spiral turns per 6 meter length, spring core wire (2.59mm thick) of high tensile strength of 1620 N/sqmm with tape (0.52mm thick) hot dip galvanised upto 20 microns, weight of each coil 8.50 Kg and fixing the same in existing Y-shaped angle iron with 6 horizontal R.B.T. (Reinforced Barbed Tape) wire, stud tied with GI stape and G.I. clips to retain horizontal, clips shall be @ 5 Nos per 2 spiral turns (approximate 126 clips per coil) including necessary bolts complete all as specified and directed.
Note: The weight of Concertina coil shall be ascertained by BOO as ordered by GE and payment shall be made accordingly and contractor shall have no claim on this account. | 670 | Kg | 140 ₹93,800 | 240 ₹1,60,800 | 150 ₹1,00,500 | 121 ₹81,070 Lowest | 130 ₹87,100 | 220 ₹1,47,400 | 140 ₹93,800 |
Tender Value
₹43.6 L
EMD Value
₹87,180
Closing Date
6 Sept 2025, 6:00 pmClosed
GE SATWARI
GE SATWARI
PROVN OF VIEW CUTTER SHEET WITH FENCING AND CONCERTINA ON SECURITY WALL OF B SUB SECT SATWARI GARRISON UNDER AGE B/R-I OF GE SATWARI
2025_MES_725262_1
GEJM-51/2025-26
Open Tender
Civil Works
Works
180 days
GE SATWARI
Class D Cat a(i)
9 documents required · 9 mandatory
₹500
GE SATWARI
₹87,180
Yes
25 Sept 2025
8 Aug 2025
8 Sept 2025
8 Aug 2025
6 Sept 2025
23 Aug 2025
Amount
Excavating in post holes each not exc 0.50 cum, getting out in any type of soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layer not exc 25cm and removing surplus soil to a distance not exc 50m and making good surface all as specified`and directed .
Surface excavation n.exc. 15 cm deep and getting out in any type of soil complete all as specified and directed.
M&L for plain cement concrete 1:4:8, type D2 (using 40mm graded crushed stone aggregates) as in sub base of foundation, filling & mass concrete complete all as specified and directed.
M&L for plain cement concrete 1:1.5:3, type A1 (using 20mm graded crushed stone aggregates) as in foundation for filling of posts and struts & mass concrete complete all as specified and directed.
S&F structural rolled steel section as in framing for cladding glazing and like, fixed with angle cleats and connecting plates etc conforming to Fe-410-W (Gde -250) complete all as specified and directed .
S&F mild steel screw bolts having dia of neck 11 mm to 15 mm (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut exc 10cm and n. exc 15 cm long complete all as specified and directed .
S&F Galvanised, 2 strand, steel barbed wire 2.24 mm dia, barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails, straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc. as directed (each line wire to be measured).complete all as specified and directed.
S&F Pre painted galvalume aluminium zinc coating (AZ-150 micron) GI based corrugated steel sheet 0.5 mm thick of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall as view cutter fixed with self tapping screws complete all as specified and directed .
M&L for preparation of new or previously untreated steel surface of any description over 10cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed
S&F Concertina coil fencing with punched tape concertina coil 600 mm dia, streched to 6 meter length, having 50 Nos spiral turns per 6 meter length, spring core wire (2.59mm thick) of high tensile strength of 1620 N/sqmm with tape (0.52mm thick) hot dip galvanised upto 20 microns, weight of each coil 8.50 Kg and fixing the same in existing Y-shaped angle iron with 6 horizontal R.B.T. (Reinforced Barbed Tape) wire, stud tied with GI stape and G.I. clips to retain horizontal, clips shall be @ 5 Nos per 2 spiral turns (approximate 126 clips per coil) including necessary bolts complete all as specified and directed. Note: The weight of Concertina coil shall be ascertained by BOO as ordered by GE and payment shall be made accordingly and contractor shall have no claim on this account.
M/S SHAKTI STEEL INDUSTRIES (BID ID -3415483)
bamral builder (BID ID -3410989)
M/S SINGH CONSTRUCTION AND WORKS (BID ID -3411382)
M/S Shesh Paul Gupta (BID ID -3411321)
HANS ENTERPRISES (BID ID -3410825)
NARESH KUMAR AND COMPANY (BID ID -3417820)
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