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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC PLOT NO 19 PAOTA C 3RD ROAD JODHPUR 342001 | JODHPUR | JODHPUR | RAJASTHAN | 342001 | ₹1.2 Cr | L1 | Accepted-AOC LOWEST REASONABLE BID |
| 2 | L2₹1.4 Cr+₹16.3 L (13.3%)Rejected-Finance | ₹1.4 Cr+₹16.3 L (13.3%) | L2 | Rejected-Finance NOT LOWEST |
| 3 | L3₹1.4 Cr+₹17.4 L (14.2%)Rejected-Finance 61 ABHAY GARH SCHEME AIR FORCE JODHPUR 342001 RAJ | JODHPUR | JODHPUR | RAJASTHAN | 342001 | ₹1.4 Cr+₹17.4 L (14.2%) | L3 | Rejected-Finance NOT LOWEST |
| 4 | L4₹1.4 Cr+₹20.5 L (16.8%)Rejected-Finance H NO 1366 3 GALI NO 6 MATA ROAD NEAR HAPPY MODEL SCHOOL RAJIV NAGAR GURGAON 122 001 HARYANA | GURGAON | GURGAON | HARYANA | 122001 | ₹1.4 Cr+₹20.5 L (16.8%) | L4 | Rejected-Finance NOT LOWEST |
| 5 | L5₹1.5 Cr+₹23.6 L (19.3%)Rejected-Finance 2 EVEREST VIHAR PT T N MISHRA MARG NIRMAN NAGAR JAIPUR 302019 | JAIPUR | RAJASTHAN | 302019 | ₹1.5 Cr+₹23.6 L (19.3%) | L5 | Rejected-Finance NOT LOWEST |
| Sl No | Description | Qty | Unit | RISING ELECTRICALS L2 | M/S Shiv Shakti Enterprises L6 | Rasam Engg Co. L5 | SANJOLI CONSTRUCTION COMPANY L3 | New Vishvakarma Udhyog L1 | PAWAN KUMAR L4 | Jasraj & Company L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for repairs to pot holes any depth not exc 1 sqm each including sweeping free from dust and mud or water ,scoring sunken surfaces in roads etc cutting around edges to at least 30 mm in depth and M&L for making good by applying tack coat with catonic bitumen emulsion (RS-I) putting semidense asphaltaic concrete using 5.5% binder content by weight of total mix, well rammed and sealed well rammed (incl supply of premixed macadam, binder and chippings) depth of pot holes exceeding 30mm complete all as specified and directed by Engr-in-charges. | 15 | X Sqm | 1,800 ₹27,000 Lowest | 3,111 ₹46,665 | 2,000 ₹30,000 | 1,800 ₹27,000 Lowest | 4,275 ₹64,125 | 2,700 ₹40,500 | 2,300 ₹34,500 |
| 2.00 | M&L for preparing the existing black top surface with wire brushes for removing caked mud etc scraping with brooms and finally fanning with cleaned surface with gunny bags to remove all loose dirt etc and M&L Applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MaRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and directed by Engr-in-charges. | 1,860 | X Sqm | 225 ₹4,18,500 | 311 ₹5,78,460 | 250 ₹4,65,000 | 200 ₹3,72,000 | 190 ₹3,53,400 Lowest | 275 ₹5,11,500 | 350 ₹6,51,000 |
| 3.00 | Material and labour for premix bituminous macadam(BM) using paving bitumen (paving bitumen VG-40 grade) penetration, with binder content @ 4.5 % of total mix, laid/rolled and compacted to required gradient and camber with help of mechanical paver and paver roller 8 to 10 tonne capacity all as (consolidated thickness 75 mm or less) complete all as specified and directed by Engr-in-charges. | 100 | Cum | 9,300 ₹9,30,000 | 8,111 ₹8,11,100 | 9,000 ₹9,00,000 | 9,000 ₹9,00,000 | 7,000 ₹7,00,000 Lowest | 9,400 ₹9,40,000 | 10,000 ₹10,00,000 |
| 4.00 | M& L for providing bitumen premix Semi dense asphaltic concrete 30mm consolidated thickness with 5.50% binder (paving bitumen VG-40) by weight of total mix, 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 Engr-in-charge. 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 binder content on minus side,the difference in quantity of of binder content will be adjusted through supply only rates of Rs 42/- per Kg for paving bitumen VG-40. However no plus adjustment shall be applicable if excess quantity of binder content is used/approved in the execution of work under this item. | 1,860 | X Sqm | 4,690 ₹87,23,400 | 5,251 ₹97,66,860 | 5,000 ₹93,00,000 | 4,755 ₹88,44,300 | 3,965 ₹73,74,900 Lowest | 4,521 ₹84,09,060 | 5,500 ₹1,02,30,000 |
| 5.00 | M & L 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 by Engr-in-charges. | 650 | Sqm | 400 ₹2,60,000 | 387 ₹2,51,550 Lowest | 400 ₹2,60,000 | 450 ₹2,92,500 | 398 ₹2,58,700 | 500 ₹3,25,000 | 450 ₹2,92,500 |
| 6.00 | M & L for preparing bituminous surfaces of road and marking 1.5mm thick centre lines, stop lines, dashes, arrows etc. and the like 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 by Engr-in-charges. | 600 | Sqm | 390 ₹2,34,000 | 353 ₹2,11,800 Lowest | 390 ₹2,34,000 | 400 ₹2,40,000 | 395 ₹2,37,000 | 500 ₹3,00,000 | 420 ₹2,52,000 |
| 7.00 | S&F in repair 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. complete all as specified and directed by Engr-in-charges. | 250 | Each | 1,600 ₹4,00,000 | 1,515 ₹3,78,750 | 1,800 ₹4,50,000 | 1,800 ₹4,50,000 | 1,500 ₹3,75,000 Lowest | 2,000 ₹5,00,000 | 2,100 ₹5,25,000 |
| 8.00 | S&F in repair for 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 complete all as specified and directed by Engr-in-charges. | 397 | Each | 297 ₹1,17,909 | 251 ₹99,647 | 200 ₹79,400 | 300 ₹1,19,100 | 175 ₹69,475 Lowest | 330 ₹1,31,010 | 350 ₹1,38,950 |
| 9.00 | S&F in repair for 900mm dia reflective safety traffic mirror for road and side walk of stainless steel face, 0.90 mm thick large radius of curvature for minimum distance distrotation orange powder coated steel back and hood orange vinyl extrusion with 75 mm clamp brackets for pole mounting incl 50 mm dia 2mm thick SS pipe 2.4 to 3.0 mtr length top of pipe cover with round decorative type made of SS and including excavation & embedding in PCC 1:2:4 (400x400x650mm) type B1 complete all as specified and directed by Engr -in-charge. | 7 | Each | 7,200 ₹50,400 | 6,006 ₹42,042 | 8,000 ₹56,000 | 7,000 ₹49,000 | 7,200 ₹50,400 | 4,000 ₹28,000 Lowest | 5,600 ₹39,200 |
| 10.00 | Demolition of Cement concrete (unreinforced) in ground floors and pavings n exc 15cm thickness and removing from site complete all as specified and directed by Engr-in-charges. | 208.5 | Cum | 400 ₹83,400 | 411 ₹85,693.5 | 300 ₹62,550 | 400 ₹83,400 | 275 ₹57,337.5 | 200 ₹41,700 Lowest | 450 ₹93,825 |
Tender Value
₹1.3 Cr
EMD Value
₹2.0 L
Closing Date
24 Apr 2026, 6:00 pmClosed
CWE ARMY JODHPUR
CWE ARMY MULTAN LINE ARMY AREA JODHPUR-342010
SPECIAL REPAIR TO INTERNAL ROAD IN NSR UNIT AND CERTAIN ROAD IN AREN UNIT AT ARMY AREA JODHPUR UNDER GE (ARMY) NO. 01
2026_MES_757882_1
CWE (A) JODH/GE (A) NO. 01- OF 2026-27(82526/129/E8)
Open Tender
Civil Works - Roads
Item Rate
270 days
JODHPUR
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
GE (ARMY) NO. 01 JODHPUR
₹2.0 L
Yes
26 May 2026
26 Mar 2026
27 Apr 2026
26 Mar 2026
24 Apr 2026
17 Apr 2026
26 Mar 2026 - 16 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1M&L for repairs to pot holes any depth not exc 1 sqm each including sweeping free from dust and mud or water ,scoring sunken surfaces in roads etc cutting around edges to at least 30 mm in depth and M&L for making good by applying tack coat with catonic bitumen emulsion (RS-I) putting semidense asphaltaic concrete using 5.5% binder content by weight of total mix, well rammed and sealed well rammed (incl supply of premixed macadam, binder and chippings) depth of pot holes exceeding 30mm complete all as specified and directed by Engr-in-charges. | |||||
| - | M&L for preparing the existing black top surface with wire brushes for removing caked mud etc scraping with brooms and finally fanning with cleaned surface with gunny bags to remove all loose dirt etc and M&L Applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MaRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and directed by Engr-in-charges. | - | X Sqm | - | - |
| - | Material and labour for premix bituminous macadam(BM) using paving bitumen (paving bitumen VG-40 grade) penetration, with binder content @ 4.5 % of total mix, laid/rolled and compacted to required gradient and camber with help of mechanical paver and paver roller 8 to 10 tonne capacity all as (consolidated thickness 75 mm or less) complete all as specified and directed by Engr-in-charges. | - | Cum | - | - |
| - | M& L for providing bitumen premix Semi dense asphaltic concrete 30mm consolidated thickness with 5.50% binder (paving bitumen VG-40) by weight of total mix, 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 Engr-in-charge. 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 binder content on minus side,the difference in quantity of of binder content will be adjusted through supply only rates of Rs 42/- per Kg for paving bitumen VG-40. However no plus adjustment shall be applicable if excess quantity of binder content is used/approved in the execution of work under this item. | - | X Sqm | - | - |
| - | M & L 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 by Engr-in-charges. | - | Sqm | - | - |
| - | M & L for preparing bituminous surfaces of road and marking 1.5mm thick centre lines, stop lines, dashes, arrows etc. and the like 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 by Engr-in-charges. | - | Sqm | - | - |
| - | S&F in repair 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. complete all as specified and directed by Engr-in-charges. | - | Each | - | - |
| - | S&F in repair for 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 complete all as specified and directed by Engr-in-charges. | - | Each | - | - |
| - | S&F in repair for 900mm dia reflective safety traffic mirror for road and side walk of stainless steel face, 0.90 mm thick large radius of curvature for minimum distance distrotation orange powder coated steel back and hood orange vinyl extrusion with 75 mm clamp brackets for pole mounting incl 50 mm dia 2mm thick SS pipe 2.4 to 3.0 mtr length top of pipe cover with round decorative type made of SS and including excavation & embedding in PCC 1:2:4 (400x400x650mm) type B1 complete all as specified and directed by Engr -in-charge. | - | Each | - | - |
| - | Demolition of Cement concrete (unreinforced) in ground floors and pavings n exc 15cm thickness and removing from site complete all as specified and directed by Engr-in-charges. | - | Cum | - | - |
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