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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Fee/PreQual/Technical/Finance KAMALPUR DHALAI TRIPURA | GOMATI | TRIPURA | 799104 | -1.22% | ₹1.1 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.1 Cr+₹1.0 L (0.91%)Admitted-Fee/PreQual/Technical/Finance VILL P O HALHALI KAMALPUR DHALAI TRIPURA 799286 | DHALAI | TRIPURA | 799286 | -0.32% | ₹1.1 Cr+₹1.0 L (0.91%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
1 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, Patch WBM, Carpeting and other allied works.
2026_CEPWD_76299_1
20/DNIT/SE-V/AMB/2026-27
Open Tender
Civil Works - Roads
Percentage
Kamalpur
Please refer Tender documents.
5 documents required · 5 mandatory
₹4,000
₹2.2 L
Yes
1 Sept 2026
25 Aug 2026
1 Sept 2026
25 Aug 2026
1 Sept 2026
26 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 | 1 | Cum | 458.2 | ₹457.74 |
| 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)(i) For Grading - I Material (jhama brick aggreate) | 1 | Cum | 9,551.88 | ₹9,542.33 |
| 4 | 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 20 (using jhama brick aggregate)
ii) Nominal Mix 1:2:4 (Hand Mixing). | - | Cum | 10,080.8 | - |
| 5 | 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 | - |
| 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. | - | Sqm | 238.52 | - |
| 7 | 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 vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401.
(i) For Grading I Material | 0.8 | Cum | 6,703.59 | ₹5,356.17 |
| 8 | WBM Grading 3
Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 3 as per MoRD Technical Specification Clause 405.
A. By Manual Means | 0.4 | Cum | 7,845.04 | ₹3,130.17 |
| 9 | Maintenance of bituminous surface road. Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air orany appropriate method, filled with 75 mm B.M, after applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per MoRD technical specification Clauses 1900, 502, 503 and 504. | 0.4 | Cum | 18,260.21 | ₹7,285.82 |
| 10 | Prime Coat.
Low porosity.
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 0.70- 1.00kg/sqm using mechanical means as per MoRD Technical Specification Clause 502 | - | Sqm | 73.79 | - |
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