Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹96.4 LAdmitted-Fee/PreQual/Technical/Finance VILL P O HALHALI KAMALPUR DHALAI TRIPURA 799286 | DHALAI | TRIPURA | 799286 | -14.28% | ₹96.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.2 Cr+₹27.3 L (28.3%)Admitted-Fee/PreQual/Technical/Finance AMBASSA DHALAI TRIPURA | +9.99% | ₹1.2 Cr+₹27.3 L (28.3%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.1 Cr
EMD Value
₹2.3 L
Closing Date
7 Sept 2026, 3:00 pmClosed
Executive Engineer,PWD(R and B),Kamalpur Division
O/o. EE, PWD(R and B), Kamalpur Division
SH Patch GSB, WBM, Carpeting and other allied works.
2026_CEPWD_76430_1
23/DNIT/SE-V/AMB/2026-27
Open Tender
Civil Works - Roads
Percentage
Salema
Please refer Tender documents.
5 documents required · 5 mandatory
₹4,000
₹2.3 L
Yes
14 Sept 2026
28 Aug 2026
7 Sept 2026
28 Aug 2026
7 Sept 2026
29 Aug 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 | Excavation for Structures
A. Without dewatering
Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
I. Ordinary Soil
i) Upto 3 mtr. depth | 0.8 | Cum | 458.2 | ₹366.56 |
| 2 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I. Sand Filling | - | Cum | 1,277.58 | - |
| 3 | Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement)
I. P.C.C grade M 10 (using jhama brick aggregate)
ii) Nominal Mix 1:3:6 (Hand Mixing) | - | Cum | 9,551.88 | - |
| 4 | Brick masonry work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 &1203.
II. Brick masonry in 1:4 cement mortar | - | Cum | 9,686.5 | - |
| 5 | Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202
and 1204. | 0.8 | Cum | 9,988.6 | ₹7,980.89 |
| 6 | Plastering with cement mortar (1:4) 12 mm thick on brickwork/ C.C. work including a finishing coat of neat cement punning with 2.75 kg of cement per sqm in substructure as per MoRD technical specification Clauses
613.4 & 1204. | 0.8 | Sqm | 238.52 | ₹190.58 |
| 7 | Maintenance of Earthen shoulder (Stripping of excess soil)
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903 | - | Sqm | 19.1 | - |
| 8 | 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 all lifts and lead upto 1000 m as per MoRD Technical Specification Clause 302.3. | - | Cum | 44.1 | - |
| 9 | Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and
300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5. | - | Cum | 344.9 | - |
| 10 | Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.
(i) For Grading I Material | - | Cum | 6,703.59 | - |
stage.html
html • 0.02 MB
finance_77804.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 2.07 MB
tenderdocument.pdf
Tender Documents • 2.18 MB
BOQ_77804.xls
BOQ • 0.36 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .