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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.2 LAdmitted-Finance | -22.15% | ₹8.2 L | L1 | Admitted-Finance |
| 2 | L2₹8.8 LAdmitted-Finance 0 322230 | KARAULI | RAJASTHAN | 322230 | -16.99% | ₹8.8 L | L2 | Admitted-Finance |
| 3 | L3₹9.5 LAdmitted-Finance | -10.20% | ₹9.5 L | L3 | Admitted-Finance |
| 4 | L4₹9.6 LAdmitted-Finance | -8.99% | ₹9.6 L | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Updated dates
Tender Value
₹10.6 L
EMD Value
₹21,120
Closing Date
16 Feb 2026, 6:00 pmClosed
EXECUTIVE OFFICER
nagar palika neemrana
Interlocking tile work at the cremation ground in Kali Pahari village.
2026_DLB_535245_1
npn/1796
Open Tender
Civil Works
60 days
nagar palika neemrana
Please refer Tender documents
2 documents required · 2 mandatory
₹1,000
EO, MDRISL
₹21,120
Yes
25 Feb 2026
4 Feb 2026
18 Feb 2026
4 Feb 2026
16 Feb 2026
4 Feb 2026
Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m.
Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification 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. 60mm thick
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