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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance GOVERNMENT OF TRIPURA OFFICE OF THE EXECUTIVE ENGINEER DRINKING WATER AND SANITATION DIVISION UDAIPUR GOMATI DISTRICT TRIPURA | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
2 May 2026, 3:00 pmClosed
The Executive Engineer, Teliamura Division
O/O the Executive Engineer, Teliamura Division
DEVELOPMENT OF ROAD FROM T.K. ROAD TO KALYANPUR PWD SUB-DIVISION OFFICE VIA KALYANPUR BAZAR , KALYANPUR HOSPITAL, CDPO OFFICE, KALYANPUR BRIDGE ROAD UNDER KALYANPUR SUB-DIVISION, PWD (RandB) DURING THE YEAR 2026-27.....Gr.II
2026_CEPWD_72144_1
04/SE-II/PWD(RandB)/2026-27
Open Tender
Civil Works - Roads
Percentage
180 days
Kalyanpur
Please refer Tender documents.
10 documents required · 10 mandatory
₹4,000
₹2.9 L
2 May 2026
23 Apr 2026
2 May 2026
23 Apr 2026
2 May 2026
23 Apr 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 | SH: Earthwork | - | - | - | - |
| - | 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 | - | - |
| - | SH: Protection Work (Retaining Wall) | - | - | - | - |
| - | 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 m depth | - | cum | - | - |
| - | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I Sand filling | - | cum | - | - |
| - | 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)
(i) Nominal mix 1:3:6 | 1 | cum | - | - |
| - | 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.
II In 1:4 cement mortar | - | cum | - | - |
| - | 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 | - | - |
| - | Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7. | - | mtr | - | - |
| - | Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8. | 1 | cum | - | - |
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