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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹34.8 L+₹1.0 L (2.96%)Rejected-Finance NO 2 GF AKSHAYRAJ APARTMENT JUBILEE CIRCLE BHUJ 370 001 | BHUJ | KACHCHH | GUJARAT | 370001 | L2 | Rejected-Finance L2 | |
| 3 | L3₹35.3 L+₹1.5 L (4.45%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹36.6 L+₹2.8 L (8.26%)Rejected-Finance 101 VRAJ APARTMENT OPP POLICE HEAD QUARTERS SARU SECTION ROAD JAMNAGAR 381008 | JAMNAGAR | 381008 | L4 | Rejected-Finance L4 | |
| 5 | L5₹36.8 L+₹3.0 L (8.87%)Rejected-Finance INS VALSURA JAMNAGAR | JAMNAGAR | GUJARAT | 360520 | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/s SK Traders L4 | Sukhi Electricals L7 | suvidhiconstruction L3 | Indice Technologies L6 | jagdish machinery stores L5 | M/s. Ambabhai K patel L2 | indian construction L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete(unreinforced)/rigid pavement/Hardstanding of any position and in any thickness not otherwise provided for ground floor, paving, (below or above ground floor) compelete all as sepecfied and directed by Eingeer-in-charge. | 535.5 | Cum | 300 ₹1,60,650 | 500 ₹2,67,750 | 461 ₹2,46,865.5 | 225 ₹1,20,487.5 Lowest | 455 ₹2,43,652.5 | 405 ₹2,16,877.5 | 350 ₹1,87,425 |
| 2.00 | Removing demolished material (Concrete slab) to a distance exceeding 5 Km but not exceeding 10 Km and depositing where directed (for Taxi/floor of Blast pen Dispersal) complete all as specified and directed by Eingeer-in-charge. | 535.5 | Cum | 300 ₹1,60,650 | 550 ₹2,94,525 | 400 ₹2,14,200 | 460 ₹2,46,330 | 350 ₹1,87,425 | 249 ₹1,33,339.5 Lowest | 250 ₹1,33,875 |
| 3.00 | M&L for apporx. 150 mm thick DLC, corrosponding to strength equivalent to M-15 grade as in sub base complete all as specified and directed by Eingeer-in-charge. | 178.5 | Cum | 2,500 ₹4,46,250 | 2,500 ₹4,46,250 | 2,850 ₹5,08,725 | 2,250 ₹4,01,625 Lowest | 3,405 ₹6,07,792.5 | 2,700 ₹4,81,950 | 2,650 ₹4,73,025 |
| 4.00 | M&L for applying evenly tack coat of VG-10 @2.5 kg per ten Sqm over DLC surface complete all as specified and directed by Eingeer-in-charge. | 119 | Ten Sqm | 150 ₹17,850 Lowest | 180 ₹21,420 | 245 ₹29,155 | 215 ₹25,585 | 250 ₹29,750 | 170 ₹20,230 | 200 ₹23,800 |
| 5.00 | M& L for sand cushioning 10 mm to 25 mm thick over DLC surface spreading and well ramming as in road/ floor etc with clean river sand duly clear of residual ,organic and deleterious materials spread uniformly laid complete all as specified and directed by Eingeer-in-charge. | 29.75 | Cum | 600 ₹17,850 Lowest | 710 ₹21,122.5 | 1,100 ₹32,725 | 1,050 ₹31,237.5 | 1,210 ₹35,997.5 | 700 ₹20,825 | 900 ₹26,775 |
| 6.00 | M&L for Polythene flim of 400 micron confirming to IS 2508 spread and laid below PQC including sealing all joint etc complete all as specfied and directed by Eingeer-in-charge. | 1,300 | Sqm | 100 ₹1,30,000 | 120 ₹1,56,000 | 110 ₹1,43,000 | 88 ₹1,14,400 Lowest | 125 ₹1,62,500 | 110 ₹1,43,000 | 90 ₹1,17,000 |
| 7.00 | M&L for approxi. 280-320 mm thick PQC design mix for pavement/hard standing of flexural strength 45Kg/Sqcm and minimum 400 Kg of cement per Cum,with aggregate gradation as per Table 3 of IRC 15 2017 including steel formwork with non circular Synthetic Fiber @ 0.25% by weight of cement including necessary steel form work. PQC laid, spread and compacted with slip-form paver of minimum 5.0 m width , including curing and tining by Texturing cum Curing Machine complete all as specified and directed by Eingeer-in-charge. | 357 | Cum | 7,000 ₹24,99,000 | 7,100 ₹25,34,700 | 6,000 ₹21,42,000 Lowest | 7,275 ₹25,97,175 | 6,050 ₹21,59,850 | 6,280 ₹22,41,960 | 6,150 ₹21,95,550 |
| 7.01Note:- (i) Admixter (i.e super plasticizer) if required as per approved design mix shall be added & mixed and cost of Admixter (i.e super plasticizer) shall deemed to be included in the quoted rate. 'A'. (ii) Polyester triangular fibres as secondary reinforcement mixed in concrete shall be measured and paid separtely under respective item of this schedule. However mixing shall be deemed to be included in the quoted rate. (iii) Constrction joints, dummy (contraction joints) and expansion joints shall be measured and paid separately under respective item (iv) Deduction shall be made in computing concrete quantity for expansion joints. (v) No price adjustment shall be applicable if excess quantity of cement content is used/approved in the execution of work under this item. However minus price adjustment shall be made for less quantity of cement used in the work based on rate Rs. 6/- per Kilogram. | ||||||||||
| 8.00 | Supply only Non circular synthetic fibers with circum circle diameter 30-35 Microns design for Melting point 240-260 Degree celcius and having specific gravity 1.34-1.40 Etc complete all as specified and directed by Eingeer-in-charge..
Make:- Recron 3S OR equivalent all as specified and directed. | 240 | Kg | 220 ₹52,800 | 230 ₹55,200 | 150 ₹36,000 Lowest | 225 ₹54,000 | 365 ₹87,600 | 251 ₹60,240 | 200 ₹48,000 |
| 9.00 | Finishing surfaces of concrete road, pavement by floater, plate vibrator, niddle vibrator and marking with hand roller etc when the concrete is grean all as specified and as directed by Eingeer-in-charge.(for Road & Taxi/floor of Blast pen). | 119 | Ten Sqm | 220 ₹26,180 | 220 ₹26,180 | 190 ₹22,610 Lowest | 225 ₹26,775 | 310 ₹36,890 | 250 ₹29,750 | 200 ₹23,800 |
Tender Value
₹35 L
EMD Value
₹70,000
Closing Date
6 Jul 2026, 6:00 pmClosed
Lt Col Suraj Sadasivan
Military Engineer Service Garrison Engineer (AF) No.1 Air Force Station No 1 Jamnagar 361003
REPAIR AND RECASTING OF SLABS IN AIRFIELD AREA AT AF STN JAMNAGAR
2026_MES_772737_1
8418/E8
Open Tender
Miscellaneous Works
Item Rate
180 days
JAMNAGAR
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE (AF) Jamnagar No 1
₹70,000
Yes
6 Oct 2026
17 Jun 2026
7 Jul 2026
17 Jun 2026
6 Jul 2026
1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of cement concrete(unreinforced)/rigid pavement / Hardstanding of any position and in any thickness not otherwise provided for ground floor, paving, (below or above ground floor) compelete all as sepecfied and directed by Eingeer-in-charge. | 535.5 | Cum | - | - |
| 2 | Removing demolished material (Concrete slab) to a distance exceeding 5 Km but not exceeding 10 Km and depositing where directed (for Taxi/floor of Blast pen Dispersal) complete all as specified and directed by Eingeer-in-charge. | 535.5 | Cum | - | - |
| 3 | M&L for apporx. 150 mm thick DLC, corrosponding to strength equivalent to M-15 grade as in sub base complete all as specified and directed by Eingeer-in-charge. | 178.5 | Cum | - | - |
| 4 | M&L for applying evenly tack coat of VG-10 @2.5 kg per ten Sqm over DLC surface complete all as specified and directed by Eingeer-in-charge. | 119 | Ten Sqm | - | - |
| 5 | M& L for sand cushioning 10 mm to 25 mm thick over DLC surface spreading and well ramming as in road/ floor etc with clean river sand duly clear of residual ,organic and deleterious materials spread uniformly laid complete all as specified and directed by Eingeer-in-charge. | 29.75 | Cum | - | - |
| 6 | M&L for Polythene flim of 400 micron confirming to IS 2508 spread and laid below PQC including sealing all joint etc complete all as specfied and directed by Eingeer-in-charge. | 1,300 | Sqm | - | - |
| 7 | M&L for approxi. 280-320 mm thick PQC design mix for pavement/hard standing of flexural strength 45Kg/Sqcm and minimum 400 Kg of cement per Cum,with aggregate gradation as per Table 3 of IRC 15 2017 including steel formwork with non circular Synthetic Fiber 12 mm long with circum circle dia of 32-35 micron designed for melting point of 240 to 260 degree celsius and having specific gravity of 1.34-1.40 polyster traingular shall be uniformly mixed at the rare of 0.25% by weight of cement or at the rate as per manufracture's instructions including necessary steel form work. PQC laid, spread and compacted with slip-form paver of minimum 5.0 m width , including curing and tining by Texturing cum Curing Machine complete all as specified and directed by Eingeer-in-charge. | 357 | Cum | - | - |
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