Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.7 LAccepted-AOC | L1 | Accepted-AOC Being 1st Lowest | |
| 2 | L2₹49.6 L+₹7.7 L (18.3%)Rejected-Finance 301 CHAMUNDA ENCLAVE PLOT NO 89 AIROLI SECTOR 8A NAVI MUMBAI 400708 | THANE | MAHARASHTRA | 400708 | L2 | Rejected-Finance Being 2nd Lowest | |
| 3 | L3₹55.3 L+₹13.4 L (32.0%)Rejected-Finance | L3 | Rejected-Finance Being 3rd Lowest | |
| 4 | L4₹56.2 L+₹14.3 L (34.0%)Rejected-Finance 301 CHAMUNDA ENCLAVE PLOT NO 89 AIROLI SECTOR 8A NAVI MUMBAI 400 708 | THANE | MAHARASHTRA | 400708 | L4 | Rejected-Finance Being 4th Lowest | |
| 5 | L5₹58.8 L+₹16.8 L (40.2%)Rejected-Finance | L5 | Rejected-Finance Being 5th Lowest |
| Sl No | Description | Qty | Unit | Mahadev Enterprises L7 | RS Enterprises L8 | Nexus Infratech L5 | Har Siddhi Buildcon L3 | MUKESH CONSTRUCTION CO L2 | m/s ashoka enterprises L9 | Colaba Group Works L6 | S K ENTERPRISES L4 | AAII ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Repairs to pot holes any depth not exceeding. 1sqm each including sweeping free form dust and mud or water and scoring sunken surfaces in roads, path etc cutting around edges atleast 25mm in depth making good by applying bitumen grade VG-10 as tack coat at 5Kg per 10 sqm, putting in premixed bituminous macadam with bitumen grade VG-30, well rammed and sealed with binder 9.80 Kg per 10 sqm binded with 0.09 cum of stone chippings, 6.3 mm size & again well rammed (including supply of premixed macadam, binder and chippings ) depth of pot holes exc 30mm, rolled with power road roller of 08 to 10 tone capacity, complete, all as specified & directed using paving bitumen complete all as specified and as directed. | 2 | Ten Sqm | 2,500 ₹5,000 | 5,000 ₹10,000 | 1,850 ₹3,700 | 2,500 ₹5,000 | 1,701 ₹3,402 Lowest | 2,500 ₹5,000 | 1,980 ₹3,960 | 1,800 ₹3,600 | 1,800 ₹3,600 |
| 2.00 | Material and labour for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags removal of all loose dirt etc Sqm and applying evenly priming/ tack coat with bituminous primer using paving bitumen grade VG-10 @ 5kg/10sqm complete all as specified and as directed. | 590 | Ten Sqm | 250 ₹1,47,500 | 300 ₹1,77,000 | 95 ₹56,050 | 530 ₹3,12,700 | 90 ₹53,100 Lowest | 400 ₹2,36,000 | 120 ₹70,800 | 90 ₹53,100 Lowest | 370 ₹2,18,300 |
| 3.00 | Material and labour for applying 25mm thick mastic asphalt consisting of an intermate homogeneous mixture on mineral filler, well graded fine and coarse aggregate industrial grade 85/25 bitumen as per IS 73 of 2006 cooked at 170 degree to 200 degree centigrade laid hot trowelled and floated by means of wooden float bitumen mastic after spreading and while still hot in plastic condition shall spread over with bituminous precoated fine aggregate of size 20mm @ 0.005 Cum per 10 Sqm mixed with 0.17 Kg per Sqm of industrial bitumen grade 85/25 for antistaciding including all material, labour, tools and plants all as specified and directed.
NOTE :- (i) The mix design shall be got done from approved lab and got approved from GE before commencement of work. | 10 | Ten Sqm | 25,000 ₹2,50,000 | 20,000 ₹2,00,000 | 25,000 ₹2,50,000 | 6,250 ₹62,500 | 9,000 ₹90,000 | 20,000 ₹2,00,000 | 5,200 ₹52,000 Lowest | 9,000 ₹90,000 | 6,000 ₹60,000 |
| 4.00 | M&L for laying bituminous premix semidense asphaltic concrete 40mm thick (consolidated thickness) with 5.5% binder content by weight of total mix, using paving bitumen of VG-30 grade, mixed in computerised Hot Mix Plant and spread by means of self propelled Mechanical Paver, rolled and compacted to required camber and gradient by using mechanical power road rolled 8 to 10 tonne capacity all as specified and directed.
NOTE :- (i) The mix design shall be got done from approved lab and got approved from GE before commencement of work.
(ii) In the event of variation in the mix design in the percentage of the binder content on minus side, the difference in quantity of binder content will be adjusted through supply only rate of Rs 36.0 per Kg of grade of VG-30 bitumen. However no adjustement shall be applicable is excess quantity of binder content is used/approved in the execution of work under this item. | 580 | Ten Sqm | 4,850 ₹28,13,000 | 5,000 ₹29,00,000 | 5,400 ₹31,32,000 | 4,500 ₹26,10,000 | 4,203 ₹24,37,740 | 5,000 ₹29,00,000 | 5,800 ₹33,64,000 | 4,500 ₹26,10,000 | 3,100 ₹17,98,000 Lowest |
| 5.00 | M & L for premix bituminous macadam, 75mm or less consolidated thickness by using paving bitumen VG-30 grade with binder content @ 4% by weight of total mix, laying with mechanical paver, rolled and compacted to required camber and gradient by using 8 to 10 tonne capacity power roller complete all as specified and directed. | 10 | Cum | 9,000 ₹90,000 | 15,000 ₹1,50,000 | 9,000 ₹90,000 | 9,200 ₹92,000 | 7,200 ₹72,000 | 9,000 ₹90,000 | 9,800 ₹98,000 | 9,000 ₹90,000 | 7,000 ₹70,000 Lowest |
| 6.00 | M&L for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc, Ten sweeping with brooms and finally fanning the cleaned surfaces with gunny bags removal of all loose dirt etc Sqm and applying evenly priming/ tack coat with bituminous primer using paving bitumen grade VG-10 @ 10kg/10sqm all as specified and as directed. | 20 | Ten Sqm | 500 ₹10,000 | 500 ₹10,000 | 600 ₹12,000 | 750 ₹15,000 | 333 ₹6,660 | 600 ₹12,000 | 90 ₹1,800 Lowest | 360 ₹7,200 | 600 ₹12,000 |
| 7.00 | Material and labour Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm and n exc 50mm deep complete all as specified and directed by Engr -in-Charge. | 20 | Ten Sqm | 500 ₹10,000 | 200 ₹4,000 | 450 ₹9,000 | 300 ₹6,000 | 90 ₹1,800 Lowest | 100 ₹2,000 | 4,800 ₹96,000 | 90 ₹1,800 Lowest | 200 ₹4,000 |
| 8.00 | Material and labour for preparing bituminous surfaces of road
and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. | 542 | Sqm | 650 ₹3,52,300 | 500 ₹2,71,000 | 590 ₹3,19,780 | 500 ₹2,71,000 | 450 ₹2,43,900 | 600 ₹3,25,200 | 540 ₹2,92,680 | 540 ₹2,92,680 | 370 ₹2,00,540 Lowest |
| 9.00 | Demolition of cement concrete of any description in any position not otherwise specifically provided for complete all as specified and as directed. | 93 | Cum | 750 ₹69,750 | 500 ₹46,500 Lowest | 800 ₹74,400 | 820 ₹76,260 | 810 ₹75,330 | 900 ₹83,700 | 680 ₹63,240 | 900 ₹83,700 | 1,000 ₹93,000 |
| 10.00 | Material and labour Cement concrete 1:3:6 ( 40mm graded stone aggregate) type C-2 in foundations, filling and mass concrete complete all as specified and directed | 1.5 | Cum | 6,500 ₹9,750 | 8,000 ₹12,000 | 4,850 ₹7,275 | 5,500 ₹8,250 | 6,003 ₹9,004.5 | 6,000 ₹9,000 | 3,900 ₹5,850 Lowest | 6,300 ₹9,450 | 4,200 ₹6,300 |
Tender Value
₹60 L
EMD Value
₹1.1 L
Closing Date
13 Mar 2026, 6:00 pmClosed
CWE Karanja
CWE Karanja Naval Station Karanja Uran, Raigad - 400 704
REPAIRS TO CERTAIN ROADS INTERNAL APPROACH PATH TO MD ACCN KERB STONE SIDE BERM CULVERT ETC IN NAVY NAGAR AREA UNDER AGE BR I AT NAVAL STATION KARANJA
2025_MES_720946_2
84482-K/E8
Open Tender
Civil Works - Canal
Item Rate
180 days
Naval Staion Karanja
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE (NW) Karanja
₹1.1 L
5 May 2026
13 Feb 2026
16 Mar 2026
13 Feb 2026
13 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Repairs to pot holes any depth not exceeding. 1sqm each including sweeping free form dust and mud or water and scoring sunken surfaces in roads, path etc cutting around edges atleast 25mm in depth making good by applying bitumen grade VG-10 as tack coat at 5Kg per 10 sqm, putting in premixed bituminous macadam with bitumen grade VG-30, well rammed and sealed with binder 9.80 Kg per 10 sqm binded with 0.09 cum of stone chippings, 6.3 mm size & again well rammed (including supply of premixed macadam, binder and chippings ) depth of pot holes exc 30mm, rolled with power road roller of 08 to 10 tone capacity, complete, all as specified & directed using paving bitumen complete all as specified and as directed. | 2 | Ten Sqm | 100 | ₹200 |
| 2 | Material and labour for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags removal of all loose dirt etc Sqm and applying evenly priming/ tack coat with bituminous primer using paving bitumen grade VG-10 @ 5kg/10sqm complete all as specified and as directed. | - | Ten Sqm | 100 | - |
| 3 | Material and labour for applying 25mm thick mastic asphalt consisting of an intermate homogeneous mixture on mineral filler, well graded fine and coarse aggregate industrial grade 85/25 bitumen as per IS 73 of 2006 cooked at 170 degree to 200 degree centigrade laid hot trowelled and floated by means of wooden float bitumen mastic after spreading and while still hot in plastic condition shall spread over with bituminous precoated fine aggregate of size 20mm @ 0.005 Cum per 10 Sqm mixed with 0.17 Kg per Sqm of industrial bitumen grade 85/25 for antistaciding including all material, labour, tools and plants all as specified and directed.
NOTE :- (i) The mix design shall be got done from approved lab and got approved from GE before commencement of work. | 10 | Ten Sqm | 100 | ₹1,000 |
| 4 | M&L for laying bituminous premix semidense asphaltic concrete 40mm thick (consolidated thickness) with 5.5% binder content by weight of total mix, using paving bitumen of VG-30 grade, mixed in computerised Hot Mix Plant and spread by means of self propelled Mechanical Paver, rolled and compacted to required camber and gradient by using mechanical power road rolled 8 to 10 tonne capacity all as specified and directed.
NOTE :- (i) The mix design shall be got done from approved lab and got approved from GE before commencement of work.
(ii) In the event of variation in the mix design in the percentage of the binder content on minus side, the difference in quantity of binder content will be adjusted through supply only rate of Rs 36.0 per Kg of grade of VG-30 bitumen. However no adjustement shall be applicable is excess quantity of binder content is used/approved in the execution of work under this item. | 580 | Ten Sqm | 100 | ₹58,000 |
| 5 | M & L for premix bituminous macadam, 75mm or less consolidated thickness by using paving bitumen VG-30 grade with binder content @ 4% by weight of total mix, laying with mechanical paver, rolled and compacted to required camber and gradient by using 8 to 10 tonne capacity power roller complete all as specified and directed. | 10 | Cum | 100 | ₹1,000 |
| 6 | M&L for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc, Ten sweeping with brooms and finally fanning the cleaned surfaces with gunny bags removal of all loose dirt etc Sqm and applying evenly priming/ tack coat with bituminous primer using paving bitumen grade VG-10 @ 10kg/10sqm all as specified and as directed. | 20 | Ten Sqm | 100 | ₹2,000 |
| 7 | Material and labour Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm and n exc 50mm deep complete all as specified and directed by Engr -in-Charge. | - | Ten Sqm | 100 | - |
| 8 | Material and labour for preparing bituminous surfaces of road
and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. | 542 | Sqm | 100 | ₹54,200 |
| 9 | Demolition of cement concrete of any description in any position not otherwise specifically provided for complete all as specified and as directed. | 93 | Cum | 100 | ₹9,300 |
| 10 | Material and labour Cement concrete 1:3:6 ( 40mm graded stone aggregate) type C-2 in foundations, filling and mass concrete complete all as specified and directed | 1.5 | Cum | 100 | ₹150 |
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
aoc.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 • 0.09 MB
BOQ_843040.xls
BOQ • 0.99 MB
SOC84482.pdf
Additional Documents • 0.01 MB
Tenderdocuments84482.pdf
Tender Documents • 0.38 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 .