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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.1 LAccepted-Finance 205 IIND PHASE INDUSTRIAL AREA BARMER 344001 | BARMER | BARMER | RAJASTHAN | 344001 | ₹16.1 L | L1 | Accepted-Finance LOWEST BIDDER |
| 2 | L2₹17.1 L+₹95,680.40 (5.93%)Rejected-Finance | ₹17.1 L+₹95,680.40 (5.93%) | L2 | Rejected-Finance OTHER THEN LOWEST BIDDER |
| 3 | L3₹19.1 L+₹2.9 L (18.2%)Rejected-Finance JODHPUR ROAD UTARLAI BARMER RAJ 344035 | BARMER | RAJASTHAN | 344035 | ₹19.1 L+₹2.9 L (18.2%) | L3 | Rejected-Finance OTHER THEN LOWEST BIDDER |
| 4 | L4₹20.2 L+₹4.1 L (25.2%)Rejected-Finance VILL JASSAI DISTRICT BARMER RAJ 344001 | JASSAI | BARMER | RAJASTHAN | 344001 | ₹20.2 L+₹4.1 L (25.2%) | L4 | Rejected-Finance OTHER THEN LOWEST BIDDER |
| 5 | Rejected-Technical NO 28 KUMHARON KI BASTI DHOONDHA BARMER RAJASTHAN 344035 | BARMER | RAJASTHAN | 344035 | - | - | Rejected-Technical 1. VALIDIDTY OF DD HAS BEEN EXPIRED. 2. THE BIDDER DOES NOT HAVE REQUISITE CAT a (v). NOT RECOMMENDED FOR OPENING OF FIN BIDS |
| Sl No | Description | Qty | Unit | National Rewinding Works L1 | Devi Engineeing L2 | m/s jogaram sujaram L4 | M/s godara infratech and power industries L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete (unreinforeced) in floors and paving n.exc 15cm thickness (above or below ground level) complete all as specified and directed. | 182 | Cum | 250 ₹45,500 Lowest | 350 ₹63,700 | 300 ₹54,600 | 400 ₹72,800 |
| 2.00 | Demolition of cement concrete (reinforeced) in floors and paving n.exc 15cm thickness (above or below ground level) complete all as specified and directed. | 30 | Cum | 250 ₹7,500 Lowest | 450 ₹13,500 | 400 ₹12,000 | 400 ₹12,000 |
| 3.00 | 10 mm thick sand cushion with clean river sand duly clear of residual organic and deleterious material spread evenly to uniform thickness made over DLC layer as specified and directed (No additional amount to be paid for overlap) | 9.28 | Cum | 2,020 ₹18,745.6 | 650 ₹6,032 Lowest | 650 ₹6,032 Lowest | 1,500 ₹13,920 |
| 4.00 | Supplying and laying 400 Micron thick HDPE sheet (virgin Quality) water proof Wrinkle free without punchure having minimum bed 390 gm/sqm over tack Coat/sand cushion as specified in the design with overlap between adjacent strip and at transverse joints as minimum 300 mm | 843 | Sqm | 150 ₹1,26,450 | 125 ₹1,05,375 | 120 ₹1,01,160 | 100 ₹84,300 Lowest |
| 5.00 | M&L for Cement concrete work in pavement/ hard-standing of flexural strength 40kg/per square centimetre in field using 400 kg of cement per cubic metre,thickness of concrete 25 cm or less all as as specified and as directed by Engineer-in-charge | 212 | Cum | 5,500 ₹11,66,000 Lowest | 5,750 ₹12,19,000 | 7,200 ₹15,26,400 | 6,800 ₹14,41,600 |
| 6.00 | Removal of Demolished surplus cement concrete (unreinforeced/reinforced) material to a distance exc 250 m but n. exc 500 m and depositing where directed at a level n.exc 1.5m above the starting point. | 212 | Cum | 100 ₹21,200 Lowest | 265 ₹56,180 | 250 ₹53,000 | 200 ₹42,400 |
| 7.00 | Forming construction joints 50mm deep x 10mm wide filled with sealing compound. Grade ‘A’as specified and as directed by Engineer-in-charge | 5 | 10 Rm | 1,000 ₹5,000 | 800 ₹4,000 | 650 ₹3,250 Lowest | 700 ₹3,500 |
| 8.00 | Forming Dummy joints 65mm deep x 10mm wide filled with sealing compound. Grade ‘A’as specified and as directed by Engineer-in-charge | 23 | 10 Rm | 100 ₹2,300 Lowest | 788 ₹18,124 | 800 ₹18,400 | 700 ₹16,100 |
| 9.00 | S & F steel reinforcement of TMT bars of size 8mm dia and over, cut to length, bent to shape as required including cranking, hooking ends & binding with mild steel wire (annealed) not less than 0.90mm dia complete all as specified and directed. | 2,465 | Kg | 90 ₹2,21,850 Lowest | 91 ₹2,24,315 | 100 ₹2,46,500 | 90 ₹2,21,850 Lowest |
Tender Value
₹21.4 L
EMD Value
₹43,000
Closing Date
18 Aug 2026, 6:00 pmClosed
CWE (A) JAISALMER
HQ CWE (A) JAISALMER
SPECIAL REPAIR OF PAVEMENT QUALITY CONCRETE (PQC) AND BLOCK ROAD CONNECTING A AND B VEH GARRAGE WITH REGIMENT AMMUNITION DUMP GATE AND TO UNLOADING POINTS OFTANKS IN 2ND LANCERS (GARDERERS HOUSE) UNIT AREA AT MIL STN JASAI UNDER GE (A) BARMER
2026_MES_778302_1
84459/C/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
JASAI(BARMER)
As per NIT
8 documents required · 8 mandatory
₹500
GE (A) BARMER
₹43,000
Yes
11 Sept 2026
14 Jul 2026
19 Aug 2026
14 Jul 2026
18 Aug 2026
4 Aug 2026
14 Jul 2026 - 28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of cement concrete (unreinforeced) in floors and paving n.exc 15cm thickness (above or below ground level) complete all as specified and directed. | 182 | Cum | - | - |
| 2 | Demolition of cement concrete (reinforeced) in floors and paving n.exc 15cm thickness (above or below ground level) complete all as specified and directed. | 30 | Cum | - | - |
| 3 | 10 mm thick sand cushion with clean river sand duly clear of residual organic and deleterious material spread evenly to uniform thickness made over DLC layer as specified and directed (No additional amount to be paid for overlap) | 9.28 | Cum | - | - |
| 4 | Supplying and laying 400 Micron thick HDPE sheet (virgin Quality) water proof Wrinkle free without punchure having minimum bed 390 gm/sqm over tack Coat/sand cushion as specified in the design with overlap between adjacent strip and at transverse joints as minimum 300 mm | 843 | Sqm | - | - |
| 5 | M&L for Cement concrete work in pavement/ hard-standing of flexural strength 40kg/per square centimetre in field using 400 kg of cement per cubic metre,thickness of concrete 25 cm or less all as as specified and as directed by Engineer-in-charge | 212 | Cum | - | - |
| 6 | Removal of Demolished surplus cement concrete (unreinforeced/reinforced) material to a distance exc 250 m but n. exc 500 m and depositing where directed at a level n.exc 1.5m above the starting point. | 212 | Cum | - | - |
| 7 | Forming construction joints 50mm deep x 10mm wide filled with sealing compound. Grade ‘A’as specified and as directed by Engineer-in-charge | 5 | 10 Rm | - | - |
| 8 | Forming Dummy joints 65mm deep x 10mm wide filled with sealing compound. Grade ‘A’as specified and as directed by Engineer-in-charge | 23 | 10 Rm | - | - |
| 9 | S & F steel reinforcement of TMT bars of size 8mm dia and over, cut to length, bent to shape as required including cranking, hooking ends & binding with mild steel wire (annealed) not less than 0.90mm dia complete all as specified and directed. | 2,465 | Kg | - | - |
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