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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-Finance | ₹5.0 L | L1 | Accepted-Finance OPENED |
| 2 | L2₹5.1 L+₹13,437.97 (2.70%)Accepted-Finance | ₹5.1 L+₹13,437.97 (2.70%) | L2 | Accepted-Finance OPENED |
| 3 | L3₹5.4 L+₹46,454.78 (9.32%)Accepted-Finance | ₹5.4 L+₹46,454.78 (9.32%) | L3 | Accepted-Finance OPENED |
| 4 | L4₹6.0 L+₹99,756.20 (20.0%)Accepted-Finance | ₹6.0 L+₹99,756.20 (20.0%) | L4 | Accepted-Finance OPENED |
| 5 | L5₹6.0 L+₹1.0 L (20.5%)Accepted-Finance | ₹6.0 L+₹1.0 L (20.5%) | L5 | Accepted-Finance OPENED |
Tender Value
₹6.4 L
EMD Value
₹12,800
Closing Date
23 Mar 2026, 5:00 pmClosed
Executive Engineer M and H Jodhpur
Executive Engineer M and H Jodhpur
Construction of Interlocking Work at CHC Setrawa, District Phalodi
2026_MEDIC_545235_2
NIT No. 50/2025-26 of EE M and H Jodhpur
Open Tender
Civil Works
Percentage
60 days
Phalodi
Please refer Tender documents
4 documents required · 4 mandatory
₹500
NEFT/RTGS/Any Other Money Transfer
₹12,800
27 Mar 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
(PART - A : CIVIL WORK Rates are Based on PWD integrated BSR 2022) Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr.:All kinds of soil
Earth, Sand, Lime, Morrum manure or sludge 1 Km Lead
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
M-35,60mm thick to be used in light traffic (Light traffic is defined as a daily traffic up to 150 commercial vehicles exceeding 30 KN laden weight, or an equivalent up to 0.5 million standard axles (MSA) for a design life of 20 years (A standard axle is defined as a single axle load of 81.6 KN) like pedestrian plazas, shopping complexes ramps, car parks, office driveways , housing colonies, office complexes, rural roads with low volume traffic, farm houses , beach sites, tourist resorts, local authority footways, residential roads, etc. Category ‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004
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