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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-Finance HN 34 WARD NO 2 AT AND PO HINAUTI TEHSIL SIHAWAL DISTT SIDHI M P | SIDHI | MADHYA PRADESH | 486670 | ₹1.1 Cr | L1 | Accepted-Finance OK |
| 2 | L2₹1.3 CrAccepted-Finance | ₹1.3 Cr | L2 | Accepted-Finance OK |
| 3 | L3₹1.3 CrAccepted-Finance | ₹1.3 Cr | L3 | Accepted-Finance OK |
| 4 | L4₹1.5 CrAccepted-Finance | ₹1.5 Cr | L4 | Accepted-Finance OK |
| 5 | L5₹1.5 CrAccepted-Finance | ₹1.5 Cr | L5 | Accepted-Finance OK |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
6 Jan 2026, 6:00 pmClosed
EO MUNICIPAL BOARD NAWALGARH
CONSTRUCTION OF CC ROAD IN WARD NO 01 TO 22
CONSTRUCTION OF CC ROAD IN WARD NO 01 TO 22
2025_DLB_520778_1
ENIT 10/2025-26/W1
Open Tender
Civil Works - Roads
180 days
CONSTRUCTION OF CC ROAD IN WARD NO 01 TO 22
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EO MUNICIPAL BOARD NAWALGARH
₹3.0 L
Yes
20 Jan 2026
16 Dec 2025
7 Jan 2026
16 Dec 2025
6 Jan 2026
16 Dec 2025
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.Cement Concrete Grade M-15 and above and PCC blocks
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 In all type of soil
Carriage of Materials by mechanical transport including loading, unloading and stacking :: earth up to 03 Km
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 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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