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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.6 LAccepted-Finance | ₹28.6 L | L1 | Accepted-Finance due to lowest rate |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Physically Tander doc not submitted |
| 3 | Not Admitted-Fee/PreQual/Technical NOT SPECIFIED IN THE DOCUMENT | - | - | Not Admitted-Fee/PreQual/Technical Others-Physically Tander doc not submitted |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Physically Tander doc not submitted |
| 5 | Rejected-Technical N | PALWAL | HARYANA | 121004 | - | - | Rejected-Technical due to technical document |
Tender Value
₹28.6 L
EMD Value
₹57,100
Closing Date
19 Mar 2026, 5:00 pmClosed
Executive Officer NP, Bhandarej
Executive Officer NP, Bhandarej
nagar palika area various palaces cc road repair and new work, bhandarej
2026_DLB_543902_6
238-242 date 04.03.2026
Open Tender
Civil Works
Percentage
90 days
nagar palika bhandarej
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Officer
₹57,100
Yes
22 May 2026
6 Mar 2026
20 Mar 2026
6 Mar 2026
19 Mar 2026
6 Mar 2026
Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301.
Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. 2.4.2 Cement Concrete Grade M-15 and above and PCC blocks
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 laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20
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