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Tender ID
Tender Value
₹88.5 L
EMD Value
₹2.1 L
Closing Date
27 Apr 2026, 4:00 pmClosed
EE I(R) DIVISION NEW TEHRI HQ BAHADRARBAD
EE I(R) DIVISION NEW TEHRI HQ BAHADRARBAD
Construction of ghat on right bank of upper ganga canal Vedniketan ghat
2026_IRDCE_94068_1
01/EE/IRD/2026-27 DATED 06-04-2026
Open Tender
Civil Works
Item Rate
180 days
DISTRICT HARIDWAR
AS PER SBD
2 documents required · 2 mandatory
₹4,720
EE I(R) DIVISION NEW TEHRI HQ BAHADRARBAD
₹2.1 L
EE I(R) DIVISION NEW TEHRI HQ BAHADRARBAD
9 Apr 2026
9 Apr 2026
27 Apr 2026
9 Apr 2026
27 Apr 2026
10 Apr 2026
10 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls 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 1000 m as per Technical Specification Clause 202.
By Mechanical Means
Cement Concrete | - | cum | - | - |
| 2 | Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls 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 1000 m as per Technical Specification Clause 202.
By Mechanical Means
Reinforced Cement Concrete | - | cum | - | - |
| 3 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302. | - | Cum | - | - |
| 4 | Dewatering of water caused due to seepage of ground water and surface water due to rain etc. excluding excavation of foundation but during execution of civil works including supply of all machine operator, khalashi, POL, T&P, accessories required for proper completion of the work. | - | HP hr | - | - |
| 5 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Nominal mix 1:3:6) | - | Cum | - | - |
| 6 | Providing concrete for plain/Reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Nominal mix _1:2:4) | - | Cum | - | - |
| 7 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (R.C.C. grade M 25) | - | Cum | - | - |
| 8 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructruecomplete as per drawings and technical specification Clauses 1002, 1005, 1010 &1202(The reinforcement steel shall be procured from original (primary) steel producers asper clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS1786:2008 clause no. 1.6 | - | ton | - | - |
| 9 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | - | Cum | - | - |
| 10 | Kota stone slab flooring over 20 mm (average) thick base laid over and
jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement: 4 coarse sand):
11.26.1 25 mm thick | - | Sqm | - | - |
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details.html
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Tendernotice_1.pdf
PDF • 0.22 MB
SBD_VEDNIKETAN_GHAT.pdf
Tender Documents • 0.63 MB
DRAWING_VEDNIKETAN_GHAT.pdf
Other Document • 0.07 MB
BOQ_111316.xls
BOQ • 0.30 MB
01_EE_KUMBH.pdf
PDF • 0.02 MB
CORRI_01_EE.pdf
PDF • 0.16 MB
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