Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 LAccepted-Finance | ₹13.0 L | L1 | Accepted-Finance Being L1 |
| 2 | L2₹14.1 LRejected-Finance | ₹14.1 L | L2 | Rejected-Finance Other than L1 |
| 3 | L3₹14.2 LRejected-Finance 5 A LANE 1 GREATER KAILASH JAMMU J K 180011 | JAMMU | JAMMU AND KASHMIR | 180011 | ₹14.2 L | L3 | Rejected-Finance Other than L1 |
| 4 | L4₹15.0 LRejected-Finance NEAR BOAN GODDOWN DHAMDHA ROAD KARHIDIH DURG CHHATTISGARH 491001 UDYAM CG 05 0000621 22ABBFS8363C1ZF B R | DURG | CHHATTISGARH | 491001 | ₹15.0 L | L4 | Rejected-Finance Other than L1 |
| 5 | L5₹15.3 LRejected-Finance H NO 45 LANE NO 02 ADARSH VIHAR DEELI CHANNI HIMMAT JAMMU J K 180015 | JAMMU | JAMMU AND KASHMIR | 180015 | ₹15.3 L | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | NARESH KUMAR AND COMPANY L3 | M/s EMM KAY BUILDERS L5 | AKSHAY MAHAJAN L11 | CELMAC REGD L10 | M/S KEWAL MAHAJAN AND CO L6 | M/S SHAKTI STEEL INDUSTRIES L4 | THAPA TRADERS L9 | J P TECHNO L8 | M/S RAKESH CONSTRUCTION L2 | M/S JS TRADERS L12 | SAVAN BUILDER & CONTRACTOR L1 | RUDRAKSH CONSTRUCTIONS L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 . | 20 | Each | 150 ₹3,000 | 150 ₹3,000 | 500 ₹10,000 | 310 ₹6,200 | 150 ₹3,000 | 200 ₹4,000 | 90 ₹1,800 | 200 ₹4,000 | 100 ₹2,000 | 2,000 ₹40,000 | 50 ₹1,000 | 250 ₹5,000 |
| 2.00 | Removing excavated material to a distance n. exc 50 m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and directed. | 58.65 | Cum | 40 ₹2,346 | 50 ₹2,932.50 | 200 ₹11,730 | 110 ₹6,451.50 | 80 ₹4,692 | 88 ₹5,161.20 | 20 ₹1,173 | 200 ₹11,730 | 50 ₹2,932.50 | 2,000 ₹1.2 L | 50 ₹2,932.50 | 40 ₹2,346 |
| 3.00 | M&L for plain cement concrete 1:3:6, type C2 (using 40mm graded crushed stone aggregates) as in foundation, filling & mass concrete complete all as specified and directed. | 11.9 | Cum | 3,000 ₹35,700 | 2,800 ₹33,320 | 4,000 ₹47,600 | 3,000 ₹35,700 | 3,900 ₹46,410 | 3,333 ₹39,662.70 | 3,000 ₹35,700 | 3,500 ₹41,650 | 1,900 ₹22,610 | 2,000 ₹23,800 | 2,500 ₹29,750 | 3,300 ₹39,270 |
| 4.00 | S&F structural steel work in tubular trusses including special shaped washer complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St-240 complete all as specified and directed. | 580 | Kg | 110 ₹63,800 | 90 ₹52,200 | 110 ₹63,800 | 110 ₹63,800 | 95 ₹55,100 | 88 ₹51,040 | 98 ₹56,840 | 85 ₹49,300 | 90 ₹52,200 | 200 ₹1.2 L | 94 ₹54,520 | 95 ₹55,100 |
| 5.00 | S&F rolled mild steel work as in roof trusses, (framed),, trussed, purlins, crane gantries rails and fastening and heavy bracket framing (beam, tee, angle channel or flat sections) including distance pieces, cleats etc confirmimg to Fe 290 (Gde E -165) complete all as specified and directed . | 1,300 | Kg | 100 ₹1.3 L | 92 ₹1.2 L | 100 ₹1.3 L | 100 ₹1.3 L | 90 ₹1.2 L | 80 ₹1.0 L | 98 ₹1.3 L | 85 ₹1.1 L | 90 ₹1.2 L | 200 ₹2.6 L | 94 ₹1.2 L | 95 ₹1.2 L |
| 6.00 | 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 fixed with self tapping screws complete all as specified and directed . | 250 | Sqm | 825 ₹2.1 L | 750 ₹1.9 L | 850 ₹2.1 L | 800 ₹2 L | 720 ₹1.8 L | 680 ₹1.7 L | 780 ₹1.9 L | 780 ₹1.9 L | 755 ₹1.9 L | 5,000 ₹12.5 L | 720 ₹1.8 L | 715 ₹1.8 L |
| 7.00 | 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 | 60 | Sqm | 70 ₹4,200 | 60 ₹3,600 | 130 ₹7,800 | 75 ₹4,500 | 60 ₹3,600 | 77 ₹4,620 | 100 ₹6,000 | 65 ₹3,900 | 50 ₹3,000 | 100 ₹6,000 | 60 ₹3,600 | 70 ₹4,200 |
| 8.00 | M&L for 75 mm thick plain cement concrete 1:3:6, type C2 (using 40 mm graded crushed stone aggregates) as in sub base , finished even and fair complete all as specified and directed. | 125 | Sqm | 170 ₹21,250 | 180 ₹22,500 | 280 ₹35,000 | 300 ₹37,500 | 230 ₹28,750 | 170 ₹21,250 | 250 ₹31,250 | 190 ₹23,750 | 100 ₹12,500 | 100 ₹12,500 | 240 ₹30,000 | 250 ₹31,250 |
| 9.00 | M&L for 75 mm thick plain cement concrete 1:4:8, type D2 (using 40 mm graded crushed stone aggregates) as in sub base , finished even and fair complete all as specified and directed. | 130 | Sqm | 140 ₹18,200 | 160 ₹20,800 | 270 ₹35,100 | 370 ₹48,100 | 240 ₹31,200 | 170 ₹22,100 | 200 ₹26,000 | 190 ₹24,700 | 100 ₹13,000 | 100 ₹13,000 | 150 ₹19,500 | 220 ₹28,600 |
| 10.00 | M&L for chequered cement concrete tiles 30cmx30cmx25mm thick, polished with grey cement and no pigment, set , jointed and pointed in neat cement slurry as in floors, laid over and including 20mm thick screed bed in cement mortar 1:6 complete all as specified and directed. | 125 | Sqm | 640 ₹80,000 | 700 ₹87,500 | 800 ₹1 L | 800 ₹1 L | 830 ₹1.0 L | 650 ₹81,250 | 700 ₹87,500 | 660 ₹82,500 | 650 ₹81,250 | 50 ₹6,250 | 700 ₹87,500 | 700 ₹87,500 |
Tender Value
₹17.6 L
EMD Value
₹35,300
Closing Date
9 May 2026, 6:00 pmClosed
GE SATWARI
GE SATWARI
Provn of rain shed with paver block and boundry wall with interlocking tiles at NCC offrs mess Jammu under AGE B/R-I of GE Satwari
2026_MES_760864_1
GEJM-01/2026-27
Open Tender
Civil Works
180 days
GE SATWARI
Class E Cat a(i)
9 documents required · 9 mandatory
₹500
GE SATWARI
₹35,300
Yes
9 Jun 2026
18 Apr 2026
11 May 2026
18 Apr 2026
9 May 2026
2 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 . | - | Each | - | - |
| 2 | Removing excavated material to a distance n. exc 50 m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and directed. | - | Cum | - | - |
| 3 | M&L for plain cement concrete 1:3:6, type C2 (using 40mm graded crushed stone aggregates) as in foundation, filling & mass concrete complete all as specified and directed. | - | Cum | - | - |
| 4 | S&F structural steel work in tubular trusses including special shaped washer complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St-240 complete all as specified and directed. | - | Kg | - | - |
| 5 | S&F rolled mild steel work as in roof trusses, (framed),, trussed, purlins, crane gantries rails and fastening and heavy bracket framing (beam, tee, angle channel or flat sections) including distance pieces, cleats etc confirmimg to Fe 290 (Gde E -165) complete all as specified and directed . | - | Kg | - | - |
| 6 | 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 fixed with self tapping screws complete all as specified and directed . | - | Sqm | - | - |
| 7 | 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 | - | Sqm | - | - |
| 8 | M&L for 75 mm thick plain cement concrete 1:3:6, type C2 (using 40 mm graded crushed stone aggregates) as in sub base , finished even and fair complete all as specified and directed. | - | Sqm | - | - |
| 9 | M&L for 75 mm thick plain cement concrete 1:4:8, type D2 (using 40 mm graded crushed stone aggregates) as in sub base , finished even and fair complete all as specified and directed. | - | Sqm | - | - |
| 10 | M&L for chequered cement concrete tiles 30cmx30cmx25mm thick, polished with grey cement and no pigment, set , jointed and pointed in neat cement slurry as in floors, laid over and including 20mm thick screed bed in cement mortar 1:6 complete all as specified and directed. | - | Sqm | - | - |
stage.html
html • 0.07 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.29 MB
Tender01.pdf
Tender Documents • 1.18 MB
BOQ_852273.xls
BOQ • 0.40 MB
Download all tender documents and submit your bid