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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.0 LAccepted-AOC | L1 | Accepted-AOC L1 AND REASONABLE | |
| 2 | L2₹20.3 L+₹28,605.50 (1.43%)Rejected-Finance 234 PKT 8 SEC 12 SURYODAYA APARTMENT DWARKA NEW DELHI 110075 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110075 | L2 | Rejected-Finance NOT L1 | |
| 3 | L3₹20.7 L+₹72,407.05 (3.62%)Rejected-Finance | L3 | Rejected-Finance NOT L1 | |
| 4 | L4₹21.1 L+₹1.1 L (5.57%)Rejected-Finance MORKANDA ROAD BALNATH NURANI TOWER 2ND FLOOR BLOCK NO 301 JAMNAGAR 361001 | JAMNAGAR | JAMNAGAR | GUJARAT | 361001 | L4 | Rejected-Finance NOT L1 | |
| 5 | L5₹23.0 L+₹3.0 L (15.0%)Rejected-Finance J 16 RANJIT NAGAR JANTA FATAK ROAD JAMNAGAR 361005 | JAMNAGAR | JAMNAGAR | GUJARAT | 361005 | L5 | Rejected-Finance NOT L1 |
| Sl No | Description | Qty | Unit | EVEREST BUILDERS L6 | badri glass and construction L3 | SHAM AND CO L4 | M/S JAYCONSTRUCTION CO L1 | RACON CONSTRUCTION L2 | Parmar Builders L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, in soft / loose soil and 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 as directed by Engineer-in-Charge | 76 | Each | 120 ₹9,120 | 153 ₹11,628 | 250 ₹19,000 | 50 ₹3,800 Lowest | 100 ₹7,600 | 90 ₹6,840 |
| 2.00 | S& F Rolled sections as in main and cross beams, hip and jack rafters; purlins ,Box section where connected to common rafters and running rails and guides for sliding doors, fencing fixed with angle cleats or other connecting plates including all necessary nut and bolts in Fe 410-w (Gde E-250) Quality A complete all as specified and as directed by Engineer-in-Charge | 4,890 | Kg | 140 ₹6,84,600 | 121 ₹5,91,690 | 121 ₹5,91,690 | 104 ₹5,08,560 | 90 ₹4,40,100 Lowest | 140 ₹6,84,600 |
| 3.00 | M&L PCC (1:3:6) type C-2, using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge | 14.25 | Cum | 4,800 ₹68,400 | 3,600 ₹51,300 | 4,500 ₹64,125 | 3,500 ₹49,875 Lowest | 5,000 ₹71,250 | 3,800 ₹54,150 |
| 4.00 | S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm 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 as directed by Engineer-in-Charge | 416.25 | Sqm | 720 ₹2,99,700 Lowest | 800 ₹3,33,000 | 800 ₹3,33,000 | 790 ₹3,28,837.5 | 800 ₹3,33,000 | 950 ₹3,95,437.5 |
| 5.00 | M&L for preparation of new steel surfaces exc 10 cm in width or girth and applying 2 coats synthetic enamel paint over a coat of red oxide/zinc primer complete all as specified and as directed by Engineer-in-Charge. | 217 | Sqm | 95 ₹20,615 | 53 ₹11,501 | 60 ₹13,020 | 80 ₹17,360 | 50 ₹10,850 Lowest | 75 ₹16,275 |
| 6.00 | Taking down cement plaster on brick or concrete surfaces including racking out joints hacking for keys scrubbing down with water etc. complete all as specified and as directed by Engineer-in-Charge | 200 | Sqm | 85 ₹17,000 | 34 ₹6,800 | 25 ₹5,000 | 20 ₹4,000 Lowest | 50 ₹10,000 | 40 ₹8,000 |
| 7.00 | Demolition of Cement Concrete (unreinforced) in roofs, beams , chajjas and similar works complete all as specified and as directed by Engineer-in-Charge | 23.75 | Cum | 600 ₹14,250 | 453 ₹10,758.75 | 250 ₹5,937.5 Lowest | 400 ₹9,500 | 500 ₹11,875 | 250 ₹5,937.5 Lowest |
| 8.00 | Rendering 10mm thick on fair faces on brick masonary or concrete surfaces or stone masonary in cm 1:6 over a dubbing out coat of average 10mm thick on irregular face of wall in cm 1:6 finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. | 80 | Sqm | 320 ₹25,600 | 210 ₹16,800 | 172 ₹13,760 Lowest | 250 ₹20,000 | 180 ₹14,400 | 270 ₹21,600 |
| 9.00 | M&L for Prepration of newly plastered surface of walls by hand held sander / long handle sander including cornices, pilasters etc complete all as specified directed and applying two coat of oil bound distemper over a coat of alkali resistant priming paint, over a coat wall care putty on walls complete all as specified and as directed by Engineer-in-Charge | 80 | Sqm | 95 ₹7,600 | 53 ₹4,240 | 50 ₹4,000 Lowest | 120 ₹9,600 | 50 ₹4,000 Lowest | 50 ₹4,000 Lowest |
| 10.00 | M&L for 15 mm thick rendering on other than fair faces of external wall of brick/ stone / block masonary or concret surfaces in two layers Ist layer shall be 10mm in cm 1:6, secound and final layer shall be 5mm thick in CM 1:4 finished fair and even without using extra cement mixed with integral water proofing compound complete all as specified and as directed by Engineer-in-Charge. (NOTE: water proofing compound shall be measured & paid separately) | 100 | Sqm | 330 ₹33,000 | 210 ₹21,000 Lowest | 253 ₹25,300 | 250 ₹25,000 | 250 ₹25,000 | 300 ₹30,000 |
Tender Value
₹24.1 L
EMD Value
₹48,300
Closing Date
20 Jun 2026, 6:00 pmClosed
GE A JAMNAGAR
INFANTRY LINES JAMNAGAR
SPL REPAIR TO ROOF TREATMENT AT BLDG NO P-228,P-229,P-230 AND UNIT RUN CANTEEN BLDG P-23 OF 12 GARH RIF AND PROVN OF VIEW CUTTERS NEAR P-275 AT MES COLONY MIL STN JAMNAGAR
2026_MES_768749_1
8228
Open Tender
Civil Works
Item Rate
180 days
JAMNAGAR
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
GE ARMY JAMNAGAR
₹48,300
22 Jul 2026
30 May 2026
22 Jun 2026
30 May 2026
20 Jun 2026
14 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, in soft / loose soil and 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 as directed by Engineer-in-Charge | 76 | Each | - | - |
| - | S& F Rolled sections as in main and cross beams, hip and jack rafters; purlins ,Box section where connected to common rafters and running rails and guides for sliding doors, fencing fixed with angle cleats or other connecting plates including all necessary nut and bolts in Fe 410-w (Gde E-250) Quality A complete all as specified and as directed by Engineer-in-Charge | 4,890 | Kg | - | - |
| - | M&L PCC (1:3:6) type C-2, using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge | 14.25 | Cum | - | - |
| - | S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm 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 as directed by Engineer-in-Charge | 416.25 | Sqm | - | - |
| - | M&L for preparation of new steel surfaces exc 10 cm in width or girth and applying 2 coats synthetic enamel paint over a coat of red oxide/zinc primer complete all as specified and as directed by Engineer-in-Charge. | 217 | Sqm | - | - |
| - | Taking down cement plaster on brick or concrete surfaces including racking out joints hacking for keys scrubbing down with water etc. complete all as specified and as directed by Engineer-in-Charge | 200 | Sqm | - | - |
| - | Demolition of Cement Concrete (unreinforced) in roofs, beams , chajjas and similar works complete all as specified and as directed by Engineer-in-Charge | 23.75 | Cum | - | - |
| - | Rendering 10mm thick on fair faces on brick masonary or concrete surfaces or stone masonary in cm 1:6 over a dubbing out coat of average 10mm thick on irregular face of wall in cm 1:6 finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. | 80 | Sqm | - | - |
| - | M&L for Prepration of newly plastered surface of walls by hand held sander / long handle sander including cornices, pilasters etc complete all as specified directed and applying two coat of oil bound distemper over a coat of alkali resistant priming paint, over a coat wall care putty on walls complete all as specified and as directed by Engineer-in-Charge | 80 | Sqm | - | - |
| - | M&L for 15 mm thick rendering on other than fair faces of external wall of brick/ stone / block masonary or concret surfaces in two layers Ist layer shall be 10mm in cm 1:6, secound and final layer shall be 5mm thick in CM 1:4 finished fair and even without using extra cement mixed with integral water proofing compound complete all as specified and as directed by Engineer-in-Charge. (NOTE: water proofing compound shall be measured & paid separately) | 100 | Sqm | - | - |
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