Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.6 LAccepted-AOC 15 BOH ROAD DEFENCE ENCLAVE AMBALA CANTT 133001 HR | AMBALA | HARYANA | 133001 | L1 | Accepted-AOC Being 1st lowest | |
| 2 | L2₹60.3 L+₹59,733 (1.00%)Rejected-Finance | L2 | Rejected-Finance Being 2nd lowest | |
| 3 | L3₹61.0 L+₹1.3 L (2.23%)Rejected-Finance 66 C O J R NAICKER ASWATHNAGAR SANJAYNAGAR P O BANGALORE 560 094 | BENGALURU URBAN | KARNATAKA | 560094 | L3 | Rejected-Finance Being 3rd lowest | |
| 4 | L4₹61.4 L+₹1.8 L (2.93%)Rejected-Finance SHARADA SMRITI H NO 840 VINAYAK KATHE ALI KEGAON ROAD URAN NAVI MUMBAI 400702 | RAIGAD | MAHARASHTRA | 400702 | L4 | Rejected-Finance Being 4th lowest | |
| 5 | L5₹62.1 L+₹2.4 L (4.03%)Rejected-Finance | L5 | Rejected-Finance Being 5th lowest |
| Sl No | Description | Qty | Unit | Mahadev Enterprises L1 | Shri Krishna Trading Corporation L2 | INDIA ENGINEERS AND CONTRACTORS L6 | DIGITAL SERVICES L4 | OM ENTERPRISES L3 | DEV ENTERPRISES L7 | EVEREST CONSTRUCTION L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Material and Labour for repairs to potholes any depth, not exc 1 sqm each and including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc cutting around edges to atleast 25 mm in depth, making good by filling in screened and graded road metal, watering and well ramming (including supply of road metal), complete all as specified and directed by Engr-in-Charge. | 4 | 10 Sqm | 2,500 ₹10,000 Lowest | 2,545 ₹10,180 | 2,612 ₹10,448 | 2,586 ₹10,344 | 2,575 ₹10,300 | 2,620 ₹10,480 | 2,597 ₹10,388 |
| 2.00 | Material and Labour for Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and not exc 50 mm deep, complete all as specified and directed by Engr-in-Charge. | 16 | 10 Sqm | 100 ₹1,600 Lowest | 115 ₹1,840 | 168 ₹2,688 | 147 ₹2,352 | 136 ₹2,176 | 175 ₹2,800 | 159 ₹2,544 |
| 3.00 | Material and Labour for applying evenly a priming /tack coat with bituminous primer using paving bitumen of grade VG10 @ 10Kg/10 Sqm on existing unsurfaced water bound macadam complete all as specified and directed by Engineer-in-Charge. | 16 | 10 Sqm | 350 ₹5,600 Lowest | 374 ₹5,984 | 425 ₹6,800 | 397 ₹6,352 | 388 ₹6,208 | 432 ₹6,912 | 412 ₹6,592 |
| 4.00 | 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 or compressed air to remove all loose dirt etc on black top surfaces complete all as specified and directed by Engineer-in-Charge. | 844 | 10 Sqm | 25 ₹21,100 Lowest | 45 ₹37,980 | 89 ₹75,116 | 66 ₹55,704 | 58 ₹48,952 | 96 ₹81,024 | 78 ₹65,832 |
| 5.00 | Material and Labour for applying evenly a priming /tack coat with bituminous primer using paving bitumen of grade VG10 @ 5Kg/10 Sqm on existing black top surfaces complete all as specified and directed by Engineer-in-Charge. | 844 | 10 Sqm | 250 ₹2,11,000 Lowest | 255 ₹2,15,220 | 328 ₹2,76,832 | 279 ₹2,35,476 | 267 ₹2,25,348 | 336 ₹2,83,584 | 291 ₹2,45,604 |
| 6.00 | Material and Labour for bituminous premix semi dense asphaltic concrete 40mm thick (consolidated thickness) using paving bitumen of grade VG-30 with 5.5% binder content by weight of total mixed in computerised Hot mix plant and spread by means of self propelled mechanical power rolled and compacted to required camber and gradient by using mechanical power rolled of 8 to 10 tonne capacity , complete all as specified and directed by Engr-in-Charge. | 860 | 10 Sqm | 4,950 ₹42,57,000 Lowest | 4,955 ₹42,61,300 | 5,027 ₹43,23,220 | 4,978 ₹42,81,080 | 4,968 ₹42,72,480 | 5,038 ₹43,32,680 | 5,012 ₹43,10,320 |
| 7.00 | Material and Labour for premix bituminous macadam consolidated thickness, 75 mm or less, using 4% binder i.e. paving bitumen grade VG-30 by weight or total mix, and aggregate mixed in computerized hot mix plant, laid rolled and compacted to required gradient and camber with the help of mechanical paver and power roller 8 to 10 tonne capacity complete all as specified and directed by Engineer-in-Charge. | 12 | Cum | 8,500 ₹1,02,000 Lowest | 8,525 ₹1,02,300 | 8,558 ₹1,02,696 | 8,539 ₹1,02,468 | 8,525 ₹1,02,300 | 8,562 ₹1,02,744 | 8,549 ₹1,02,588 |
| 8.00 | Material and Labour for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, dashes, arrows etc. and the like not 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 manufacturer's instructions complete all as specified and as directed by Engineer-in-Charge. | 437 | Sqm | 650 ₹2,84,050 Lowest | 672 ₹2,93,664 | 749 ₹3,27,313 | 732 ₹3,19,884 | 715 ₹3,12,455 | 758 ₹3,31,246 | 749 ₹3,27,313 |
| 9.00 | Supply and fixing in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size as per manufacturer's instructions, of any colour as approved by Engineer-in-charge. | 185 | Each | 250 ₹46,250 Lowest | 275 ₹50,875 | 309 ₹57,165 | 295 ₹54,575 | 288 ₹53,280 | 325 ₹60,125 | 309 ₹57,165 |
| 10.00 | Demolition of Cement Concrete (unreinforced) in ground floors and pavings exc 15 cm thickness (below or above ground level), complete all as specified and directed by Engr-in-Charge. | 82.5 | Cum | 400 ₹33,000 Lowest | 425 ₹35,062.5 | 487 ₹40,177.5 | 478 ₹39,435 | 465 ₹38,362.5 | 498 ₹41,085 | 487 ₹40,177.5 |
Tender Value
₹65 L
EMD Value
₹1.2 L
Closing Date
3 Jul 2025, 6:00 pmClosed
CWE Karanja
CWE Karanja, Naval Station Karanja, Uran, Raigad, Maharashtra
REPAIRS TO VARIOUS ARTERIAL ROUTES TO TECHNICAL AREAS, INTERNAL PCC/ PQC ROUTEWAYS, INTERLOCKING PAVERS AROUND SHEDS AND OTHER OTM ACCN AT EXPLOSIVE AND NON EXPLOSIVE AREA OF NAD KARANJA UNDER AGE B/R-II AT NAVAL STATION KARANJA
2025_MES_712784_1
84442-K/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
Naval Station Karanja
Please refer Tender Documents
8 documents required · 8 mandatory
₹1,000
GE (NW) Karanja
₹1.2 L
25 Aug 2025
5 Jun 2025
5 Jul 2025
5 Jun 2025
3 Jul 2025
26 Jun 2025
Amount
Material and Labour for repairs to potholes any depth, not exc 1 sqm each and including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc cutting around edges to atleast 25 mm in depth, making good by filling in screened and graded road metal, watering and well ramming (including supply of road metal), complete all as specified and directed by Engr-in-Charge.
Material and Labour for Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and not exc 50 mm deep, complete all as specified and directed by Engr-in-Charge.
Material and Labour for applying evenly a priming /tack coat with bituminous primer using paving bitumen of grade VG10 @ 10Kg/10 Sqm on existing unsurfaced water bound macadam complete all as specified and directed by Engineer-in-Charge.
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 or compressed air to remove all loose dirt etc on black top surfaces complete all as specified and directed by Engineer-in-Charge.
Material and Labour for applying evenly a priming /tack coat with bituminous primer using paving bitumen of grade VG10 @ 5Kg/10 Sqm on existing black top surfaces complete all as specified and directed by Engineer-in-Charge.
Material and Labour for bituminous premix semi dense asphaltic concrete 40mm thick (consolidated thickness) using paving bitumen of grade VG-30 with 5.5% binder content by weight of total mixed in computerised Hot mix plant and spread by means of self propelled mechanical power rolled and compacted to required camber and gradient by using mechanical power rolled of 8 to 10 tonne capacity , complete all as specified and directed by Engr-in-Charge.
Material and Labour for premix bituminous macadam consolidated thickness, 75 mm or less, using 4% binder i.e. paving bitumen grade VG-30 by weight or total mix, and aggregate mixed in computerized hot mix plant, laid rolled and compacted to required gradient and camber with the help of mechanical paver and power roller 8 to 10 tonne capacity complete all as specified and directed by Engineer-in-Charge.
Material and Labour for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, dashes, arrows etc. and the like not 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 manufacturer's instructions complete all as specified and as directed by Engineer-in-Charge.
Supply and fixing in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size as per manufacturer's instructions, of any colour as approved by Engineer-in-charge.
Demolition of Cement Concrete (unreinforced) in ground floors and pavings exc 15 cm thickness (below or above ground level), complete all as specified and directed by Engr-in-Charge.
Dismantling Stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in any mortar, complete all as specified and directed by Engr-in-Charge.
Material and Labour for Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less, complete all as specified and directed by Engr-in-Charge.
Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand, complete all as specified and directed by Engr-in-Charge.
Material and Labour for Providing, cement concrete of 1:2:4, type B0 (12.5mm graded aggregate ) in copings, kerbs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed by Engr-in-Charge.
Material and Labour for Cement concrete type D2, 1:4:8 using 40mm graded stone aggregate as in sub base or mass concrete etc, complete all as specified and directed by Engr-in-Charge.
Demolition of PCC Block masonry built in cement mortar, complete all as specified and directed by Engr-in-Charge.
Material and Labour for pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width in type B1 (1:2:4) and setting in mortar (1:6), complete all as specified and directed by Engr-in-Charge.
Material and Labour for 15mm thick rendering in two (10mm+5mm ) CM 1:4 on fair faces of brick/concrete surfaces finished even and smooth without using extra cement, complete all as specified and directed by Engr-in-Charge.
Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A' for concrete slab thickness of 200 mm , complete all as specified and directed by Engr-in-Charge.
Finishing surface of concrete roads, pavements, by brooming, complete all as specified and directed by Engr-in-Charge.
Supply and Fix in repair 800m to 1200mm dia convex mirror for visibility and fixed with 50mm dia GI pipe medium grade ISI mark (height of pipe not less then 1.20m from ground level) & embedded in post holes, (size 200mm x 200 mm x 400mm) in PCC 1:3:6, type C-2 (using 40 mm graded crushed stone aggregate) & including earth work & excavation, RFR etc, complete all as specified and directed by Engr-in-Charge.
Shri Krishna Trading Corporation (BID ID -3342690)
OM ENTERPRISES (BID ID -3341687)
DIGITAL SERVICES (BID ID -3343570)
EVEREST CONSTRUCTION (BID ID -3343781)
INDIA ENGINEERS AND CONTRACTORS (BID ID -3345146)
DEV ENTERPRISES (BID ID -3344925)
stage.html
html • 0.06 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
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 .