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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical ok |
| 2 | Accepted-Technical | Accepted-Technical ok |
| 3 | Accepted-Technical | Accepted-Technical ok |
Tender Value
₹3.5 L
EMD Value
₹6,992
Closing Date
13 Feb 2026, 6:00 pmClosed
Prodhan Padamati - II GP
Helapakri Padamati Maynaguri
Earthen Road Damage from Ramcharan School to Kaya River , Dakshin Padamati, Part No. 16/266
2026_ZPHD_996795_1
NIT-016/PADAMATI- II GP/2025-26
Open Tender
CIVIL WORKS
Percentage
30 days
Padamati - II GP area
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
5761101000229 CNRB0005761
₹6,992
20 Feb 2026
31 Jan 2026
16 Feb 2026
31 Jan 2026
13 Feb 2026
31 Jan 2026
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m as per Clause 301 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (Mode of measurement: pre works and post works)
Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iv) For Construction of Sub Base by compacting river bed materials.
Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. omplete.)
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