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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.0 LAccepted-AOC 126 NARANG COLONY JANAKPURI NEW DELHI 110058 | WEST | DELHI | 110058 | L1 | Accepted-AOC being eligible and lowest bidder | |
| 2 | L2₹61.4 L+₹2.3 L (3.89%)Rejected-Finance E 11 CWE WELLINGTON A I A II A V B I | KOLKATA | WEST BENGAL | 700001 | L2 | Rejected-Finance Being L5 | |
| 3 | L3₹62.2 L+₹3.1 L (5.19%)Rejected-Finance | L3 | Rejected-Finance Being L3 | |
| 4 | L4₹62.5 L+₹3.4 L (5.81%)Rejected-Finance 204B SENTHAMANGALAM GOTHANDARAMPURAM VILLAGE PERUMANADU POST VAYALOGAM VIA PUDUKKOTTAI DIST TN | PUDUKKOTTAI | TAMIL NADU | 622104 | L4 | Rejected-Finance Being L4 | |
| 5 | L5₹63.1 L+₹4.0 L (6.77%)Rejected-Finance NO 10 130B ST1 JAGATHALA ROAD ARUVANKADU VINAYAGAR KOVIL STREET KETHI THE NILGIRIS TAMIL NADU 643 202 | KETHI | THE NILGIRIS | TAMIL NADU | 643202 | L5 | Rejected-Finance Being L5 |
| Sl No | Description | Qty | Unit | M Govindarajan L4 | GMS Builders L6 | KSR AND COMPANY L8 | Vishnu Infrastructures L9 | Atish Builders LLP L1 | VENKATESH L2 | SREE CONSTRUCTIONS L10 | Kanns Project Management And Consultancy L3 | SIVAN BUILDERS L7 | P2 CONSTRUCTION L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n.exc 400 sqm and depth exc 50 mm and n.exc 100 mm deep and complete all as specified and directed. | 6 | 10 Square Metre | 100 ₹600 | 126 ₹756 | 125 ₹750 | 120 ₹720 | 99 ₹594 Lowest | 100 ₹600 | 160 ₹960 | 110 ₹660 | 130 ₹780 | 120 ₹720 |
| 2.00 | M & L for Repair to pot holes any depth, not exc 1 sqm each including preparing surfaces by using pressure blower using compressor for removing dust and mud etc to remove all loose dirt etc, cutting around edges to at least 25mm in depth, making good by applying tack coat @ 5 Kg per 10 Sqm and putting in pre-mixed bituminous mecadam using paving bitumen of grade VG-30, well rammed and sealed with binder 9.8 Kg per 10 Sqm binded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed (including supply of pre-mixed mecadam binder and chippings) depth of potholes exc 30 mm complete all as specified and directed. | 0.5 | 10 Square Metre | 2,600 ₹1,300 | 2,600 ₹1,300 | 3,000 ₹1,500 | 2,800 ₹1,400 | 5,400 ₹2,700 | 2,500 ₹1,250 Lowest | 2,900 ₹1,450 | 2,500 ₹1,250 Lowest | 2,650 ₹1,325 | 2,550 ₹1,275 |
| 3.00 | Preparing un-surfaced WBM surfaces by brushing with wire brush for removing caked/mud etc. sweeping with broom and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming/tack coat with bituminous emulsion, slow setting Grade-I (SS-1) @ 10 Kg per 10 Sqm complete all as specified and directed. | 6 | 10 Square Metre | 875 ₹5,250 | 900 ₹5,400 | 900 ₹5,400 | 895 ₹5,370 | 774 ₹4,644 Lowest | 850 ₹5,100 | 925 ₹5,550 | 860 ₹5,160 | 890 ₹5,340 | 870 ₹5,220 |
| 4.00 | M & L for Premix bituminous macadam with binder content 4% by weight of total mix using paving bitumen of grade VG-30,, laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less), with mechanical paver, rolled and compacted to required camber and gradient with 8 to 12 tonne power roller complete all as specified and directed. (Note: The rates are worked out on the basis of binder content of 4% by weight of total mix. No extra payment shall be made for any additional requirement of binder content) | 4.5 | Cubic Metre | 12,025 ₹54,112.5 | 12,025 ₹54,112.5 | 12,250 ₹55,125 | 2,500 ₹11,250 Lowest | 11,169 ₹50,260.5 | 12,000 ₹54,000 | 12,450 ₹56,025 | 12,100 ₹54,450 | 12,050 ₹54,225 | 12,050 ₹54,225 |
| 5.00 | Preparing existing black top surfaces by brushing with wire brush for removing caked/mud etc. sweeping with broom and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming/tack coat using bitumenous cold emulsion rapid setting grade-1 (RS-1) @ 5 Kg per 10 Sqm complete all as specified and directed. | 510 | 10 Square Metre | 450 ₹2,29,500 | 430 ₹2,19,300 | 450 ₹2,29,500 | 475 ₹2,42,250 | 450 ₹2,29,500 | 400 ₹2,04,000 Lowest | 510 ₹2,60,100 | 410 ₹2,09,100 | 440 ₹2,24,400 | 425 ₹2,16,750 |
| 6.00 | M & L for bituminous premixed semi dense asphaltic concrete, 40 mm consolidated thickness using paving bitumen of Grade VG-30 with 5.5% binder content by weight of total mix using hot mix plant and laid by using mechanical paver, rolled and compacted, finished including rolling to required gradient and camber with 8 to 12 tonne power roller to required compaction complete all as specified and directed. (Note: The minimum binder content shall be of 5.5% by weight of total mix. However, additional requirement of binder content after mix design (if any), the same shall be provided by the contractor without any extra cost to the Govt.) | 510 | 10 Square Metre | 7,050 ₹35,95,500 | 7,050 ₹35,95,500 | 7,200 ₹36,72,000 | 7,250 ₹36,97,500 | 6,831 ₹34,83,810 Lowest | 6,900 ₹35,19,000 | 7,300 ₹37,23,000 | 6,950 ₹35,44,500 | 7,100 ₹36,21,000 | 7,000 ₹35,70,000 |
| 7.00 | Material and labour for Applying 2 mm thick road marking paint with reflective thermoplastic white road marking paint confirming to BS-3262 (1989), either continuous or broken lines over existing or new painting surfaces of cement or bituminous surfaces (continuous lines, centre lines, dashes, stop lines, arrows etc), n.exc 10 cm width laid down through road marking machine using thermo plastic material by incorporating the white glass powder for reflectivity in white or golden yellow colour by using applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, including cleaning the road surface of all dirt, seals, oil grease and foreign material etc complete as direction of Engr-in-Charge and in accordance with applicable specification complete all as specified and as directed. | 3,383.33 | Running Metre | 80 ₹2,70,666.4 Lowest | 85 ₹2,87,583.05 | 85 ₹2,87,583.05 | 90 ₹3,04,499.7 | 81 ₹2,74,049.73 | 80 ₹2,70,666.4 Lowest | 96 ₹3,24,799.68 | 82 ₹2,77,433.06 | 86 ₹2,90,966.38 | 84 ₹2,84,199.72 |
| 8.00 | S & F in repairs 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 incl MS stud of suitable size as per manufactures instructions and as directed by the Engineer-in-Charge. | 401 | Each | 400 ₹1,60,400 Lowest | 432 ₹1,73,232 | 445 ₹1,78,445 | 480 ₹1,92,480 | 558 ₹2,23,758 | 400 ₹1,60,400 Lowest | 550 ₹2,20,550 | 410 ₹1,64,410 | 450 ₹1,80,450 | 425 ₹1,70,425 |
| 9.00 | S & F in repairs solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed | 211 | Each | 2,800 ₹5,90,800 | 2,876 ₹6,06,836 | 3,000 ₹6,33,000 | 3,000 ₹6,33,000 | 2,700 ₹5,69,700 Lowest | 2,800 ₹5,90,800 | 3,900 ₹8,22,900 | 2,825 ₹5,96,075 | 2,900 ₹6,11,900 | 2,850 ₹6,01,350 |
| 10.00 | Demolition of un-reinforced cement concrete in ground floors and pavings n.exc 15cm thickness, (Below or above Ground level) complete all as directed by the Engr-in-Charge | 57 | Cubic Metre | 900 ₹51,300 | 1,000 ₹57,000 | 1,100 ₹62,700 | 1,000 ₹57,000 | 450 ₹25,650 Lowest | 900 ₹51,300 | 900 ₹51,300 | 900 ₹51,300 | 1,000 ₹57,000 | 1,000 ₹57,000 |
Tender Value
₹56.0 L
EMD Value
₹1.1 L
Closing Date
20 Jun 2026, 6:00 pmClosed
CWE WELLINGTON
HQ CWE WELLINGTON BARRACKS PO THE NILGIRIS
REPAIRS OR MAINT OF ROAD INCLUDING FOOT PATH AND OTHER CONNECTED WORKS UNDER GE WELLINGTON
2026_MES_767386_1
83081/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
WELLINGTON
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
GE WELLINGTON
₹1.1 L
Yes
21 Jul 2026
23 May 2026
22 Jun 2026
23 May 2026
20 Jun 2026
13 Jun 2026
23 May 2026 - 29 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n.exc 400 sqm and depth exc 50 mm and n.exc 100 mm deep and complete all as specified and directed. | - | 10 Square Metre | - | - |
| 2 | M & L for Repair to pot holes any depth, not exc 1 sqm each including preparing surfaces by using pressure blower using compressor for removing dust and mud etc to remove all loose dirt etc, cutting around edges to at least 25mm in depth, making good by applying tack coat @ 5 Kg per 10 Sqm and putting in pre-mixed bituminous mecadam using paving bitumen of grade VG-30, well rammed and sealed with binder 9.8 Kg per 10 Sqm binded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed (including supply of pre-mixed mecadam binder and chippings) depth of potholes exc 30 mm complete all as specified and directed. | - | 10 Square Metre | - | - |
| 3 | Preparing un-surfaced WBM surfaces by brushing with wire brush for removing caked/mud etc. sweeping with broom and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming/tack coat with bituminous emulsion, slow setting Grade-I (SS-1) @ 10 Kg per 10 Sqm complete all as specified and directed. | 6 | 10 Square Metre | - | - |
| 4 | M & L for Premix bituminous macadam with binder content 4% by weight of total mix using paving bitumen of grade VG-30,, laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less), with mechanical paver, rolled and compacted to required camber and gradient with 8 to 12 tonne power roller complete all as specified and directed. (Note: The rates are worked out on the basis of binder content of 4% by weight of total mix. No extra payment shall be made for any additional requirement of binder content) | - | Cubic Metre | - | - |
| 5 | Preparing existing black top surfaces by brushing with wire brush for removing caked/mud etc. sweeping with broom and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming/tack coat using bitumenous cold emulsion rapid setting grade-1 (RS-1) @ 5 Kg per 10 Sqm complete all as specified and directed. | - | 10 Square Metre | - | - |
| 6 | M & L for bituminous premixed semi dense asphaltic concrete, 40 mm consolidated thickness using paving bitumen of Grade VG-30 with 5.5% binder content by weight of total mix using hot mix plant and laid by using mechanical paver, rolled and compacted, finished including rolling to required gradient and camber with 8 to 12 tonne power roller to required compaction complete all as specified and directed. (Note: The minimum binder content shall be of 5.5% by weight of total mix. However, additional requirement of binder content after mix design (if any), the same shall be provided by the contractor without any extra cost to the Govt.) | - | 10 Square Metre | - | - |
| 7 | Material and labour for Applying 2 mm thick road marking paint with reflective thermoplastic white road marking paint confirming to BS-3262 (1989), either continuous or broken lines over existing or new painting surfaces of cement or bituminous surfaces (continuous lines, centre lines, dashes, stop lines, arrows etc), n.exc 10 cm width laid down through road marking machine using thermo plastic material by incorporating the white glass powder for reflectivity in white or golden yellow colour by using applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, including cleaning the road surface of all dirt, seals, oil grease and foreign material etc complete as direction of Engr-in-Charge and in accordance with applicable specification complete all as specified and as directed. | - | Running Metre | - | - |
| 8 | S & F in repairs 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 incl MS stud of suitable size as per manufactures instructions and as directed by the Engineer-in-Charge. | - | Each | - | - |
| 9 | S & F in repairs solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed | - | Each | - | - |
| 10 | Demolition of un-reinforced cement concrete in ground floors and pavings n.exc 15cm thickness, (Below or above Ground level) complete all as directed by the Engr-in-Charge | - | Cubic Metre | - | - |
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