Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance 275 GOLE BUILDING ROAD 1ST B ROAD SARDARPURA JODHPUR RAJ 342003 | JODHPUR | RAJASTHAN | 342003 | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹7.0 L (6.55%)Admitted-Finance 234 PKT 8 SEC 12 SURYODAYA APARTMENT DWARKA NEW DELHI 110075 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110075 | ₹1.1 Cr+₹7.0 L (6.55%) | L2 | Admitted-Finance |
| 3 | L3₹1.2 Cr+₹15.7 L (14.6%)Admitted-Finance N I T NO EE M III WZ 2025 26 TC 72 | GURUGRAM | HARYANA | 122008 | ₹1.2 Cr+₹15.7 L (14.6%) | L3 | Admitted-Finance |
| 4 | L4₹1.3 Cr+₹27.3 L (25.4%)Admitted-Finance | ₹1.3 Cr+₹27.3 L (25.4%) | L4 | Admitted-Finance |
| 5 | L5₹1.4 Cr+₹29.5 L (27.5%)Admitted-Finance INS VALSURA JAMNAGAR | JAMNAGAR | GUJARAT | 360520 | ₹1.4 Cr+₹29.5 L (27.5%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | R K GOEL ABHEY KUMAR JAIN L3 | JAMNAGAR ELECTRIC AND MACHINERY CO L5 | Vijay Construction Co L6 | Ramdev and Sons L4 | RACON CONSTRUCTION L2 | JANGID BUILDERS L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Preparing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and as directed. | 1,600 | Ten Sqm | 29 ₹46,400 | 70 ₹1,12,000 | 175 ₹2,80,000 | 18 ₹28,800 Lowest | 30 ₹48,000 | 110 ₹1,76,000 |
| 2.00 | M&L for applying a tack coat of bitumen 30 @0.5 Kg/sqm over the existing bitumious surface and providing 30mm thick Mastic asphalt on prepared surface strictly in accordance with IS 5317-2002 (latest modified) with Mastic i.e. bituminous of grade 30 @4.49 Kg mixed with stone dust (lime stone powder with calcium value 80%) @ .008 Cum/Sqm and stone chipping of size 12.5mm and 10mm @.0096 Cum/Sqm and sand @0.004 Cum/Sqm and inserting stone 22mm size with .017kg of 30 bitumen/sqm for anti skiding including all tools and plants etc complete all as specified and as directed. | 50 | X Sqm | 9,999 ₹4,99,950 | 17,690 ₹8,84,500 | 5,550 ₹2,77,500 | 10,100 ₹5,05,000 | 4,000 ₹2,00,000 | 3,000 ₹1,50,000 Lowest |
| 3.00 | M&L for applying evenly a tack coat of paving bitumen primer of grade VG-10 at the rate of 05 Kg per 10 Sqm of road surface by sprayer operated on hot pressure mechanism over old black top surfaces complete all as specified and as directed. | 1,600 | X Sqm | 399 ₹6,38,400 | 420 ₹6,72,000 | 650 ₹10,40,000 | 560 ₹8,96,000 | 650 ₹10,40,000 | 150 ₹2,40,000 Lowest |
| 4.00 | M&L for Bituminous premix Semi Dense Asphaltic Concrete (SDAC) 30mm thick (consolidated thickness) with crushed and graded coarse aggregates as per design based on Job mix formula with 5.5% bitumen binder content (bitumen of Grade VG-30) by weight of total mix including heating bitumen to the required temperature, mixing bituminous concrete in automatic and temperature controlled hot mixing plant, laying, spreading uniformly by means of Mechanical paver and rolling and consolidating to the required gradient and camber with 8 to 12 tonne power road roller to a uniform smooth surfaces complete all as specified and as directed. | 1,600 | Ten Sqm | 3,899 ₹62,38,400 Lowest | 5,000 ₹80,00,000 | 5,550 ₹88,80,000 | 5,600 ₹89,60,000 | 4,590 ₹73,44,000 | 4,200 ₹67,20,000 |
| 4.01Notes : (i) The actual requirement of binder shall be as per the job mix formula and test specified. However quantity from the mix formula found more than specified 5.5% same will be provided with no extra cost to the Govt. In case binder content found to be less than 5.5% as per mix formula as specified in Schedule 'A' shall be adusted @ the rate of 75.30/KG for the less quanity of bitumen used. The quantity of 5.5 % mentioned is exclusive of any wastage and no wastage shall be taken onto account for the purpose of above adjustment. (ii) Paving bitumen primer of Grade VG-10 for tack coat and bitumen of Grade VG-30 for semi dense asphaltic concrete shall be used and shall be procured by the contractor under his own arrangement and at his own cost. (iii) Cost of all the materials, T&P, labour etc. required for providing and laying semi dense asphaltic concrete shall be deemed to be included in the unit rate quoted for this item. (iv) Rate of carring out design mix shall be inclusive of rate quoted by the contractor. | |||||||||
| 5.00 | M&L for repairs to pot holes any depth, not exc 1 square metre each, including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, cutting around edges to at least 25 mm in depth, on existing road surfaces, and making good applying evenly a tack coat of paving bitumen primer of grade VG-10 at the rate of 05 Kg per 10 Sqm and providing premixed bituminous macadam with crushed and graded stone aggregate mixed together with 4.5% of paving bitumen of grade VG-30 by weight of total mix, well rammed and sealed with binder 9.8 Kg per 10 sqm, blinded with 0.09 Cum of stone chippings, 6.3 mm size and again well rammed including supply of premixed macadam, binder and chipping, depth of pot holes exc 30mm, complete all as specified and as directed. | 10 | X Sqm | 3,699 ₹36,990 | 3,500 ₹35,000 | 2,200 ₹22,000 | 1,700 ₹17,000 | 1,200 ₹12,000 Lowest | 4,000 ₹40,000 |
| 6.00 | Scarifying or picking graveled, macadam or bituminous macadam surfaces in area n exc 400 sqm in exc 50 mm and n exc 100 mm deep complete all as specified and as directed. | 32 | X Sqm | 499 ₹15,968 | 600 ₹19,200 | 3,200 ₹1,02,400 | 130 ₹4,160 | 20 ₹640 Lowest | 200 ₹6,400 |
| 7.00 | M&L for providing, laying, spreading premix bituminous macadam with crushed and graded stone aggregate mixed together with 4.5% of paving bitumen of grade VG-30 by weight of total mix including heating bitumen to the required temperature, mixing bituminous macadam in automatic and temperature controlled hot mixing plant, laying, spreading by means of mechanical paver and rolling and consolidating to the required gradient and camber (consolidated thickness 75 mm or less) with 8 to 12 tonne power road roller and over a tack coat of paving bitumen primer of grade VG-10 at the rate 5 kg per 10 Sqm by sprayer operated on hot pressure mechanism complete all as specified and as directed.face as specified and as directed by EngineerLin-Charge.
Note : Rate of carring out design mix shall be inclusive of rate quoted by the contractor | 25 | CUM | 9,999 ₹2,49,975 | 11,000 ₹2,75,000 | 14,500 ₹3,62,500 | 6,200 ₹1,55,000 | 1,800 ₹45,000 Lowest | 8,500 ₹2,12,500 |
| 8.00 | Providing and applying 2 mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispensar, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, Labour, T & P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc complete all as per direction of Engineer-in-charge and accordance with applicable specifications complete all as specified and directed. | 1,200 | Sqm | 399 ₹4,78,800 | 500 ₹6,00,000 | 450 ₹5,40,000 | 440 ₹5,28,000 | 480 ₹5,76,000 | 380 ₹4,56,000 Lowest |
| 9.00 | Demolition of PQC / PCC of any description and in any position any thickness below or above ground level, including removal of debris to outside the AF premises. | 400.8 | Cum | 599 ₹2,40,079.2 | 490 ₹1,96,392 | 250 ₹1,00,200 | 170 ₹68,136 Lowest | 200 ₹80,160 | 400 ₹1,60,320 |
Tender Value
₹1 Cr
EMD Value
₹1.8 L
Closing Date
24 Aug 2026, 6:00 pmClosed
CWE (AF) Jamnagar
Military Engineer Services Commander Works Engineer (AF) Air Force Station Jamnagar 361003
REPAIRS TO CERTAIN ROADS, BERMS AND ROAD FURNITURE INCLUDING ROAD MARKING PAINT AT DOMESTIC AREA OF AF-I and AF-II UNDER GE (AF) JAMNAGAR NO 2
2026_MES_780163_1
81298/E8
Open Tender
Civil Works - Roads
Item Rate
150 days
Jamnagar
Contractor shall be enlisted with MES in Class C and above and category a (v) subject to satisfactory remarks wrt performance in respect of works in hand as reflected in Work Load Return (WLR) of any other report circulated by competent engine
8 documents required · 8 mandatory
₹1,000
GE (AF) Jamnagar No 2
₹1.8 L
Yes
9 Sept 2026
22 Jul 2026
31 Aug 2026
22 Jul 2026
24 Aug 2026
12 Aug 2026
22 Jul 2026 - 31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Preparing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and as directed. | 1,600 | Ten Sqm | - | - |
| 2 | M&L for applying a tack coat of bitumen 30 @0.5 Kg/sqm over the existing bitumious surface and providing 30mm thick Mastic asphalt on prepared surface strictly in accordance with IS 5317-2002 (latest modified) with Mastic i.e. bituminous of grade 30 @4.49 Kg mixed with stone dust (lime stone powder with calcium value 80%) @ .008 Cum/Sqm and stone chipping of size 12.5mm and 10mm @.0096 Cum/Sqm and sand @0.004 Cum/Sqm and inserting stone 22mm size with .017kg of 30 bitumen/sqm for anti skiding including all tools and plants etc complete all as specified and as directed. | 50 | X Sqm | - | - |
| 3 | M&L for applying evenly a tack coat of paving bitumen primer of grade VG-10 at the rate of 05 Kg per 10 Sqm of road surface by sprayer operated on hot pressure mechanism over old black top surfaces complete all as specified and as directed. | 1,600 | X Sqm | - | - |
| 4 | M&L for Bituminous premix Semi Dense Asphaltic Concrete (SDAC) 30mm thick (consolidated thickness) with crushed and graded coarse aggregates as per design based on Job mix formula with 5.5% bitumen binder content (bitumen of Grade VG-30) by weight of total mix including heating bitumen to the required temperature, mixing bituminous concrete in automatic and temperature controlled hot mixing plant, laying, spreading uniformly by means of Mechanical paver and rolling and consolidating to the required gradient and camber with 8 to 12 tonne power road roller to a uniform smooth surfaces complete all as specified and as directed. | 1,600 | Ten Sqm | - | - |
| 5 | M&L for repairs to pot holes any depth, not exc 1 square metre each, including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, cutting around edges to at least 25 mm in depth, on existing road surfaces, and making good applying evenly a tack coat of paving bitumen primer of grade VG-10 at the rate of 05 Kg per 10 Sqm and providing premixed bituminous macadam with crushed and graded stone aggregate mixed together with 4.5% of paving bitumen of grade VG-30 by weight of total mix, well rammed and sealed with binder 9.8 Kg per 10 sqm, blinded with 0.09 Cum of stone chippings, 6.3 mm size and again well rammed including supply of premixed macadam, binder and chipping, depth of pot holes exc 30mm, complete all as specified and as directed. | 10 | X Sqm | - | - |
| 6 | Scarifying or picking graveled, macadam or bituminous macadam surfaces in area n exc 400 sqm in exc 50 mm and n exc 100 mm deep complete all as specified and as directed. | 32 | X Sqm | - | - |
| 7 | M&L for providing, laying, spreading premix bituminous macadam with crushed and graded stone aggregate mixed together with 4.5% of paving bitumen of grade VG-30 by weight of total mix including heating bitumen to the required temperature, mixing bituminous macadam in automatic and temperature controlled hot mixing plant, laying, spreading by means of mechanical paver and rolling and consolidating to the required gradient and camber (consolidated thickness 75 mm or less) with 8 to 12 tonne power road roller and over a tack coat of paving bitumen primer of grade VG-10 at the rate 5 kg per 10 Sqm by sprayer operated on hot pressure mechanism complete all as specified and as directed.face as specified and as directed by EngineerLin-Charge.
Note : Rate of carring out design mix shall be inclusive of rate quoted by the contractor | 25 | CUM | - | - |
| 8 | Providing and applying 2 mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispensar, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, Labour, T & P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc complete all as per direction of Engineer-in-charge and accordance with applicable specifications complete all as specified and directed. | 1,200 | Sqm | - | - |
| 9 | Demolition of PQC / PCC of any description and in any position any thickness below or above ground level, including removal of debris to outside the AF premises. | 400.8 | Cum | - | - |
| 10 | M&L for 100 mm thick plain cement concrete (1:4:8), type D-2 (using 40mm graded crushed stone aggregates) as an sub base of hardstanding/PCC path/ PCC Road/ Pavement etc complete all as specified and directed. | 1,336 | Sqm | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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 • 0.20 MB
BOQ_873888.xls
BOQ • 0.33 MB
81298Tender.pdf
Tender Documents • 0.72 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .