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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.6 CrAccepted-Finance | ₹12.6 Cr | L1 | Accepted-Finance Accepted |
| 2 | L2₹12.8 Cr+₹23.7 L (1.88%)Rejected-Finance | ₹12.8 Cr+₹23.7 L (1.88%) | L2 | Rejected-Finance L2 |
| 3 | L3₹12.9 Cr+₹33.2 L (2.64%)Rejected-Finance | ₹12.9 Cr+₹33.2 L (2.64%) | L3 | Rejected-Finance L3 |
| 4 | L4₹14.8 Cr+₹2.2 Cr (17.5%)Rejected-Finance | ₹14.8 Cr+₹2.2 Cr (17.5%) | L4 | Rejected-Finance L4 |
Tender Value
₹15.8 Cr
EMD Value
₹15.8 L
Closing Date
9 Jun 2025, 9:00 amClosed
Chief Executive Officer, MiRRDA
Tuikhuahtlang, Aizawl, Mizoram
Construction of Bridge over R. De
2025_MZPWD_141626_1
1/RET2/BR/2
Open Tender
Civil Works - Bridge Construction
Item Rate
Phairuang
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
Chief Executive Officer, MiRRDA, Aizawl, Mizoram
₹15.8 L
Yes
31 Jul 2025
29 May 2025
9 Jun 2025
29 May 2025
9 Jun 2025
29 May 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | APPROACH ROAD
Excavation in Soil by Mechanical means(Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto adistance of 100metres (average lead 50 metres),including trimming bottom and side slope sin accordance with requirements of lines, grades and cross sections.) Approach curve Improvement | 275 | Cum | - | - |
| 2 | Excavation in Hard Rock (requiring blasting) with disposal upto 1000metres(Excavation for roadway in hard rock (requiring blasting)by drilling,blasting and breaking, trimming of bottom and side slope sinaccordance with requirements of lines,grade sand crosssections,loading and disposal of cut road within all lifts and leads upto 1000 metres) Approach curve Improvement | 110 | Cum | - | - |
| 3 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads,transporting tosite, spreading,grading to required slope and compacting to meet requirement of table300-2)
(Within a lead of 5Km.) | 250 | Cum | - | - |
| 4 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14
days.) | 12 | Cum | - | - |
| 5 | Stone masonry work in cement mortar for sub structure complete as per drawing and Technical
Specifications
b) Course drubble masonry (firstsort ) in cement mortar 1:3 | 294.64 | Cum | - | - |
| 6 | Plain/Reinforced cement concrete insub-structure complete as per drawing and technical specifications | 3.46 | Cum | - | - |
| 7 | Granular Sub-Base (Table:- 400-1) Plant Mix Method (Construction of granular sub-base by providing the material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) | 35.63 | Cum | - | - |
| 8 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. | 28.13 | Cum | - | - |
| 9 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. | 187.5 | Sqm | - | - |
| 10 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503. | 187.5 | Sqm | - | - |
tech_bid_open.pdf
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