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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76.6 LAccepted-AOC 1286 TOTA RAM KI DHANI JAISALMER RAJ 345001 | JAISALMER | JAISALMER | RAJASTHAN | 345001 | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹79.1 L+₹2.4 L (3.07%)Rejected-Finance | L2 | Rejected-Finance Other than Lowest | |
| 3 | L3₹79.5 L+₹2.8 L (3.68%)Rejected-Finance | L3 | Rejected-Finance Other than Lowest | |
| 4 | L4₹85.2 L+₹8.4 L (11.0%)Rejected-Finance | L4 | Rejected-Finance Other than Lowest | |
| 5 | L5₹89.0 L+₹12.3 L (16.0%)Rejected-Finance H NO 547 MAHADEV CIRCLE INDIRA COLONY JAISALMER RAJASTHAN 345001 | JAISALMER | JAISALMER | RAJASTHAN | 345001 | L5 | Rejected-Finance Other than Lowest |
| Sl No | Description | Qty | Unit | M/s Brij Construction And Engineers L4 | MAHARISHI GAUTAM CONSTRUCTIONS L2 | GEMRARAMCONTRACTOR L1 | D DEV COMPANY L3 | BHAWANI CONSTRUCTION COMPANY L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Repair to Pot holes of any depth, not exc. 1 Sq m each including, sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc, cutting aound edges at least 25 mm in depth and making good by filling screened and graded road metal, watering and well ramming (including supply of road metal), etc complete all as specified and directed by Engineer-in-Charge. | 4 | 10 SQM | 2,500 ₹10,000 | 2,550 ₹10,200 | 1,800 ₹7,200 Lowest | 2,300 ₹9,200 | 1,800 ₹7,200 Lowest |
| 2.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm exceeding 50mm and not exceeding 100mm deep unsarfaced water bound macadem surfaces for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt, etc complete all as specified and directed by Engineer-in-Charge. | 50 | 10 SQM | 50 ₹2,500 Lowest | 250 ₹12,500 | 200 ₹10,000 | 250 ₹12,500 | 100 ₹5,000 |
| 3.00 | M&L for applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate o application of 0. 7-1 kg/sqm on surface o WMM/WBM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed by Engineer-in-Charge. | 54 | 10 SQM | 100 ₹5,400 Lowest | 190 ₹10,260 | 150 ₹8,100 | 250 ₹13,500 | 100 ₹5,400 Lowest |
| 4.00 | M&L for premixed bituminous macadam laid, rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less), by using 4% bitumen content any penetration using paving bitumen of grade VG-30 confirming to IS-73-2006) etc complete all as specified and directed by Engineer-in-Charge. | 27 | CUM | 5,000 ₹1,35,000 | 5,100 ₹1,37,700 | 4,500 ₹1,21,500 Lowest | 5,000 ₹1,35,000 | 5,000 ₹1,35,000 |
| 5.00 | Preparing existing black top surfaces by brushing with steel wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt, etc complete all as specified and directed by Engineer-in-Charge. | 2,310 | 10 SQM | 50 ₹1,15,500 | 40 ₹92,400 Lowest | 100 ₹2,31,000 | 150 ₹3,46,500 | 100 ₹2,31,000 |
| 6.00 | M&L for applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.25 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 Engineer-in-Charge. | 2,310 | 10 SQM | 100 ₹2,31,000 Lowest | 149 ₹3,44,190 | 150 ₹3,46,500 | 300 ₹6,93,000 | 150 ₹3,46,500 |
| 7.00 | M&L for bituminous premix semi dense asphaltic concrete (SDAC), 30 mm thick (consilidated average thickness) in single layer using paving bitumen of grade VG-30 with 5.5% binder content, mixed in hot mix plant using design mix and laid by mechanical paver and rolled and compacted with using 8 to 10 tonne cap vibratory power road roller to achive the required compactness, camber and gradient finished complete including (cutting of edges of roads straight and site clearance) etc complete all as specified and directed by Engineer-in-Charge. | 2,310 | 10 SQM | 2,900 ₹66,99,000 | 2,800 ₹64,68,000 | 2,600 ₹60,06,000 | 2,500 ₹57,75,000 Lowest | 3,200 ₹73,92,000 |
| 8.00 | Demolition of cement Concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-Charge. | 23.5 | CUM | 100 ₹2,350 Lowest | 150 ₹3,525 | 200 ₹4,700 | 500 ₹11,750 | 200 ₹4,700 |
| 9.00 | M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete all as specified and directed by Engineer-in-Charge. | 10 | CUM | 6,000 ₹60,000 | 6,500 ₹65,000 | 5,500 ₹55,000 Lowest | 7,000 ₹70,000 | 6,000 ₹60,000 |
| 10.00 | 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 roads with roads pavements with hot applied thermo plastiv road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine al as per manufacturers instruction complete all as specified and directed by Engineer-in-Charge. | 840 | SQM | 400 ₹3,36,000 | 360 ₹3,02,400 | 380 ₹3,19,200 | 410 ₹3,44,400 | 350 ₹2,94,000 Lowest |
Tender Value
₹95 L
EMD Value
₹1.7 L
Closing Date
18 Aug 2025, 6:00 pmClosed
CWE (A) Jaisalmer
HQ CWE ARMY JAISALMER 345001 RAJASTHAN
REPAIRS AND RESURFACING OF ROAD INCLUDING ROAD BERMS, MARKING, ROAD FURNITURE AND POT HOLES IN POCKET No. 3 AND 4 UNDER AGE BR-I GE ARMY JISLAMER.
2025_MES_720766_1
84330/C/E8
Open Tender
Civil Works - Roads
Item Rate
270 days
JAISALMER
AS PER NIT
8 documents required · 8 mandatory
₹1,000
GE (A) Jaisalmer
₹1.7 L
Yes
9 Sept 2025
16 Jul 2025
20 Aug 2025
16 Jul 2025
18 Aug 2025
6 Aug 2025
16 Jul 2025 - 23 Jul 2025
Amount
Repair to Pot holes of any depth, not exc. 1 Sq m each including, sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc, cutting aound edges at least 25 mm in depth and making good by filling screened and graded road metal, watering and well ramming (including supply of road metal), etc complete all as specified and directed by Engineer-in-Charge.
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm exceeding 50mm and not exceeding 100mm deep unsarfaced water bound macadem surfaces for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt, etc complete all as specified and directed by Engineer-in-Charge.
M&L for applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate o application of 0. 7-1 kg/sqm on surface o WMM/WBM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed by Engineer-in-Charge.
M&L for premixed bituminous macadam laid, rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less), by using 4% bitumen content any penetration using paving bitumen of grade VG-30 confirming to IS-73-2006) etc complete all as specified and directed by Engineer-in-Charge.
Preparing existing black top surfaces by brushing with steel wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt, etc complete all as specified and directed by Engineer-in-Charge.
M&L for applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.25 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 Engineer-in-Charge.
M&L for bituminous premix semi dense asphaltic concrete (SDAC), 30 mm thick (consilidated average thickness) in single layer using paving bitumen of grade VG-30 with 5.5% binder content, mixed in hot mix plant using design mix and laid by mechanical paver and rolled and compacted with using 8 to 10 tonne cap vibratory power road roller to achive the required compactness, camber and gradient finished complete including (cutting of edges of roads straight and site clearance) etc complete all as specified and directed by Engineer-in-Charge.
Demolition of cement Concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-Charge.
M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete all as specified and directed by Engineer-in-Charge.
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 roads with roads pavements with hot applied thermo plastiv road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine al as per manufacturers instruction complete all as specified and directed by Engineer-in-Charge.
M&L for 100mm thick (spread thickness), moorum/red bajri in berms, spread, rolled and consolidated to required gradient & camber complete all as specified and directed by Engineer-in-Charge.
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/0.30 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 Engineer-in-Charge.
S&F 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 incl MS stud of suitable size as per manufactures instructions complete all as specified and directed by Engineer-in-Charge.
S&F in repair metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 800 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B-1, complete all as specified and directed by Engineer-in-Charge.
S&F 75 cm dia Convex mirror mounted on metal sheet body and frame work suitable for road side mounted on angle iron (50 x 50 x 6 mm) for mirror bottom each 1.20 m high above GL and fixed with PCC 1:3:6 type C2 including demolition and prepration of new complete all as specified and directed by Engineer-in-Charge.
Dismantling of road sign boards at any shape, type, size, sections incl taking out embedded portion in PCC/ natural ground and making good complete all as specified and directed by Engineer-in-Charge.
M&L for cement concrete (1:3:6) type C-1 using 20mm graded stone aggt as in foundaton, filling, mass concrete and sub floors etc. complete all as specified and directed by Engineer-in-Charge.
S&F in repair stainless steel tube of 50mm dia (Grade-304) and and gauge 18 including welding, jointing complete all as specified and directed by Engineer-in-Charge.
S&F in repair stainless steel tube of 40mm dia (Grade-304)andgauge 18 including welding, jointing complete all as specified and directed by Engineer-in-Charge.
S&F in repair 2mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame . The letters approximately covering upto 50% area of the board complete all as specified and directed by Engineer-in-Charge.
M&L for cement concrete type B-1, 1:2:4 ( 20mm graded stone aggregate) as in lintels upto 1.5m clearspan, cills, steps; seismic and other similar bands,plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed by Engineer-in-Charge.
M&L for providing and laying at or near ground level factory made of size 300x100x300MM Jaisalmer stone kerb stone made in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete all as specified and directed by Engineer-in-Charge.
MAHARISHI GAUTAM CONSTRUCTIONS (BID ID -3390001)
D DEV COMPANY (BID ID -3398208)
M/s Brij Construction And Engineers (BID ID -3389529)
BHAWANI CONSTRUCTION COMPANY (BID ID -3390247)
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