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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.7 LAdmitted-Finance | -7.21% | ₹11.7 L | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 3 | Not Admitted-Fee/PreQual/Technical GOSHIYA MOHALLA SHERANI AABAD CHOTI KHATI DIDWANA NAGAUR 341502 RAJ | DIDWANA | NAGAUR | RAJASTHAN | 341502 | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹12.7 L
EMD Value
₹25,300
Closing Date
19 Feb 2026, 11:00 amClosed
COMMISSIONER
MAKRANA
Construction of interlockingTiles works From Joosri Road to Safi Rathore House in Municipal Area Makrana
2026_DLB_537167_8
REF 5490 DATE 06-02-2026
Open Tender
Civil Works
MAKRANA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
COMMISSIONER/MDRISL
₹25,300
Yes
8 Apr 2026
11 Feb 2026
19 Feb 2026
11 Feb 2026
19 Feb 2026
11 Feb 2026
Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km)
Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion.
Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in-charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement 80mm thick
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
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