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Tender Value
₹19.8 Cr
EMD Value
₹10 L
Closing Date
3 Oct 2026, 2:00 pm5d left
SE/C-II/RB/KMDA
OFFICE OF THE SUPERINTENDING ENGINEER CIRCLE-II, R and B SECTOR, K.M.D.A. UNNAYAN BHAVAN, BLOCK -A, (7TH FLOOR) BIDHAN NAGAR, KOLKATA -700 091
Strengthening and up gradation of E.M. Bypass Road from Dhalai Bridge to Kamalgazi More (both side) including Footpath and Median Verge.
2026_KMDA_1039599_5
04/SE/C-II/RB/KMDA/ W-28 (Part-VIII) of 2026-2027 DATE 27/08/2026
Open Tender
CIVIL WORKS
Percentage
60 days
UNNAYAN BHAWAN
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹10 L
3 Oct 2026
3 Sept 2026
5 Oct 2026
3 Sept 2026
3 Oct 2026
3 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling of Flexible Pavements
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202) By Mechanical Means Bituminous course | - | Cum | 1 | - |
| 2 | Dismantling of Flexible Pavements
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202) By Manual Means Granular courses | 205 | Cum | 1 | ₹204.8 |
| 3 | Excavation in Marshy Soil : Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections
(Reference to MoRT&H's specification clause 301). | - | Cum | 1 | - |
| 4 | Brick masonry work with 1st class full size bricks except when necessary to complete the bond in cement morter 1:3 in sub-structure complete, including thoroughly soaking the bricks in a tank filled with water for a minimum period of one hour prior to being laid, protecting the green structure from rain by suitable covering and with a minimum Seven days curing etc., but excluding pointing and plastering, as per drawing and Technical. Specifications.(Reference to MORT&H's specifications 1300 & 2200). | 1 | Cum | - | - |
| 5 | Plastering with cement mortar (1:3) on brick work in sub-structure complete all including raking out joints curing, etc as per Technical Specifications (Reference to MORT&H's
specifications 1300 & 2200). | - | Sqm | - | - |
| 6 | Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200). B)PCC Grade M20 I) With using concrete mixer For RCC Border Wall | - | Cum | - | - |
| 7 | Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200). G)RCC Grade M30 I) With using concrete mixer For RCC Border Wall | - | Cum | 1 | - |
| 8 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper position of uncoated HYSD reinforcement bar in sub-structure complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 1600 & 2200). | 1 | MT | 1 | ₹1 |
| 9 | By Mix in Place Method
Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desired density, complete as per clause 401 for grading-IV Material | - | Cum | 1 | - |
| 10 | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate conforming to the grading of table 400- 13 revised vide table 2 of IRC : 109 (2015) to wet mix macadam
specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in
sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density .The thickness of a single compacted layer shall not be less than 75 mm.(Reference to MoRT&H's specification 406. | - | Cum | - | - |
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