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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 LAccepted-Finance | ₹10.3 L | L1 | Accepted-Finance due to lowest rate |
| 2 | Rejected-Technical N | PALWAL | HARYANA | 121004 | - | - | Rejected-Technical due to technical document |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | 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 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Physically Tander doc not submitted |
Updated dates
Tender Value
₹10.3 L
EMD Value
₹20,520
Closing Date
19 Mar 2026, 5:00 pmClosed
Executive Officer NP, Bhandarej
Executive Officer NP, Bhandarej
cc road construction work from gouri lal saini waya sitaram saini and mahadev temple campus, bhandarej
2026_DLB_543902_15
238-242 date 04.03.2026
Open Tender
Civil Works
90 days
nagar palika bhandarej
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Officer
₹20,520
Yes
22 May 2026
6 Mar 2026
20 Mar 2026
6 Mar 2026
19 Mar 2026
6 Mar 2026
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
CARRIAGE OF MATERIALS (By Mechanical Means) Stone, boulders, gravelly material 5 Km
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 a batching plant, transported to site, laid manually, compacting 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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