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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.4 LAccepted-AOC E 11 CWE WELLINGTON A I A II A V B I | KOLKATA | WEST BENGAL | 700001 | L1 | Accepted-AOC aoc | |
| 2 | L2₹32.5 L+₹1.1 L (3.37%)Rejected-Finance 204B SENTHAMANGALAM GOTHANDARAMPURAM VILLAGE PERUMANADU POST VAYALOGAM VIA PUDUKKOTTAI DIST TN | PUDUKKOTTAI | TAMIL NADU | 622104 | L2 | Rejected-Finance Being L2 | |
| 3 | L3₹32.7 L+₹1.3 L (4.18%)Rejected-Finance 18 KUSHAL LAYOUT 1ST CROSS KAGGADASAPURA CV RAMAN NAGAR POST BENGALURU 560093 | BENGALURU | BENGALURU URBAN | KARNATAKA | 560093 | L3 | Rejected-Finance Being L3 | |
| 4 | L4₹33.3 L+₹1.9 L (6.17%)Rejected-Finance C 150 ADG P CHENNAI | L4 | Rejected-Finance Being L4 | |
| 5 | L5₹33.7 L+₹2.2 L (7.15%)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 | p.chinnasamy L6 | S.RAMACHANDRAN L4 | M Govindarajan L2 | KSR AND COMPANY L8 | Vishnu Infrastructures L7 | TECKXPERT ENTERPRISES L3 | VENKATESH L1 | P2 CONSTRUCTION L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) in all kind of soil over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed. | 372.92 | Cubic Metre | 335 ₹1,24,928.2 | 330 ₹1,23,063.6 | 300 ₹1,11,876 Lowest | 410 ₹1,52,897.2 | 350 ₹1,30,522 | 300 ₹1,11,876 Lowest | 300 ₹1,11,876 Lowest | 300 ₹1,11,876 Lowest |
| 2.00 | M & L for Soling (or sub base), 150mm (spread thickness) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller complete all as specified and as directed. | 106.55 | 10 Square Metre | 5,650 ₹6,02,007.5 | 5,650 ₹6,02,007.5 | 5,600 ₹5,96,680 Lowest | 5,790 ₹6,16,924.5 | 5,700 ₹6,07,335 | 5,600 ₹5,96,680 Lowest | 5,600 ₹5,96,680 Lowest | 5,600 ₹5,96,680 Lowest |
| 3.00 | M & L for 150 mm thick (compacted thickness) (in two equal layers 75mm each) WBM, with coarse aggregate of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size) with granite, trap or basalt, spread, rolled and consolidated to gradient and camber required with 8 to 12 tonne power roller complete all as specified and as directed. | 106.55 | 10 Square Metre | 5,700 ₹6,07,335 | 5,600 ₹5,96,680 Lowest | 5,600 ₹5,96,680 Lowest | 6,000 ₹6,39,300 | 5,700 ₹6,07,335 | 5,600 ₹5,96,680 Lowest | 5,600 ₹5,96,680 Lowest | 5,600 ₹5,96,680 Lowest |
| 4.00 | 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 coat with bituminous cold emulsion slow setting Grade-I (SS-1) @ 10 Kg per 10 Sqm complete all as specified and directed. | 106.55 | 10 Square Metre | 850 ₹90,567.5 | 850 ₹90,567.5 | 800 ₹85,240 Lowest | 910 ₹96,960.5 | 860 ₹91,633 | 800 ₹85,240 Lowest | 800 ₹85,240 Lowest | 800 ₹85,240 Lowest |
| 5.00 | 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) | 53.27 | Cubic Metre | 12,250 ₹6,52,557.5 | 12,100 ₹6,44,567 | 12,000 ₹6,39,240 | 12,250 ₹6,52,557.5 | 12,300 ₹6,55,221 | 11,950 ₹6,36,576.5 | 10,750 ₹5,72,652.5 Lowest | 12,000 ₹6,39,240 |
| 6.00 | 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 slow setting grade-1 (SS-1) @ 5 Kg per 10 Sqm complete all as specified and directed. | 106.55 | 10 Square Metre | 500 ₹53,275 | 485 ₹51,676.75 | 460 ₹49,013 | 595 ₹63,397.25 | 600 ₹63,930 | 470 ₹50,078.5 | 450 ₹47,947.5 Lowest | 475 ₹50,611.25 |
| 7.00 | 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.) | 106.55 | 10 Square Metre | 7,200 ₹7,67,160 | 7,150 ₹7,61,832.5 | 6,950 ₹7,40,522.5 | 7,200 ₹7,67,160 | 7,250 ₹7,72,487.5 | 7,000 ₹7,45,850 | 6,900 ₹7,35,195 Lowest | 7,500 ₹7,99,125 |
| 8.00 | 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. | 665.93 | Running Metre | 84 ₹55,938.12 | 90 ₹59,933.7 | 85 ₹56,604.05 | 90 ₹59,933.7 | 87 ₹57,935.91 | 90 ₹59,933.7 | 80 ₹53,274.4 Lowest | 100 ₹66,593 |
| 9.00 | S & F cat eye of polycarbonate body of size 100mm x 90mm x 15mm with stud and Retro Reflectivfe Prismatic tape, fixed on road as per manufacturer's instructions complete all specified and directed by the Engineer-in-Charge. | 89 | Each | 500 ₹44,500 | 490 ₹43,610 | 450 ₹40,050 | 550 ₹48,950 | 500 ₹44,500 | 460 ₹40,940 | 400 ₹35,600 Lowest | 500 ₹44,500 |
| 10.00 | S & F 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 | 44 | Each | 3,700 ₹1,62,800 | 3,550 ₹1,56,200 | 3,600 ₹1,58,400 | 3,710 ₹1,63,240 | 3,500 ₹1,54,000 Lowest | 3,700 ₹1,62,800 | 3,500 ₹1,54,000 Lowest | 4,000 ₹1,76,000 |
Tender Value
₹30.5 L
EMD Value
₹61,000
Closing Date
3 Jun 2026, 6:00 pmClosed
CWE Wellington
Headquarters Commander Works Engineers Wellington, Barracks Post The Nilgiris PIN 643 231
PROVN OF INTERNAL ROADS FOR A BLOCK AT ICAR IARI RS WELLINGTON UNDER GE WELLINGTON
2026_MES_765133_1
83077/E8
Open Tender
Civil Works - Roads
Item Rate
120 days
Wellington
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE WELLINGTON
₹61,000
Yes
27 Jun 2026
13 May 2026
5 Jun 2026
13 May 2026
3 Jun 2026
27 May 2026
14 May 2026 - 20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) in all kind of soil over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed. | - | Cubic Metre | - | - |
| 2 | M & L for Soling (or sub base), 150mm (spread thickness) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller complete all as specified and as directed. | - | 10 Square Metre | - | - |
| 3 | M & L for 150 mm thick (compacted thickness) (in two equal layers 75mm each) WBM, with coarse aggregate of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size) with granite, trap or basalt, spread, rolled and consolidated to gradient and camber required with 8 to 12 tonne power roller complete all as specified and as directed. | - | 10 Square Metre | - | - |
| 4 | 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 coat with bituminous cold emulsion slow setting Grade-I (SS-1) @ 10 Kg per 10 Sqm complete all as specified and directed. | - | 10 Square Metre | - | - |
| 5 | 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 | - | - |
| 6 | 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 slow setting grade-1 (SS-1) @ 5 Kg per 10 Sqm complete all as specified and directed. | - | 10 Square Metre | - | - |
| 7 | 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 | - | - |
| 8 | 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 | - | - |
| 9 | S & F cat eye of polycarbonate body of size 100mm x 90mm x 15mm with stud and Retro Reflectivfe Prismatic tape, fixed on road as per manufacturer's instructions complete all specified and directed by the Engineer-in-Charge. | - | Each | - | - |
| 10 | S & F 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 | - | - |
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