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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.0 CrAccepted-AOC | ₹1.0 Cr | 1 | Accepted-AOC Lowest bidder |
| 2 | 2₹1.1 Cr+₹5.0 L (4.97%)Rejected-AOC VILL NETAJINAGAR TELIAMURA DIST KHOWAI TRIPURA | TELIAMURA | KHOWAI | TRIPURA | ₹1.1 Cr+₹5.0 L (4.97%) | 2 | Rejected-AOC 2nd lowest bidder |
Tender Value
₹98.5 L
EMD Value
₹2.0 L
Closing Date
30 Apr 2026, 3:00 pmClosed
The Executive Engineer, Teliamura Division
O/O the Executive Engineer, Teliamura Division
Periodical repair of various road under Teliamura subdivision-I of i) Back side of TNP office to TA road (L- 0.30 km) (ii) TK road (Sishubihar) to Budhai Sanyasi para from ch. 0.00 km to 0.85 km (L-1.80 km) (iii) Approach road of Dashamighat RCC b
2026_CEPWD_72078_1
153/SE-II/PWD(RandB)/2026-27
Open Tender
Civil Works - Roads
Percentage
180 days
Teliamura
Please refer Tender documents.
10 documents required · 10 mandatory
₹4,000
₹2.0 L
1 Jul 2026
22 Apr 2026
30 Apr 2026
22 Apr 2026
30 Apr 2026
22 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 |
|---|---|---|---|---|---|
| - | Excavation for Structures
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 | - | cum | - | - |
| - | 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 | 1 | cum | - | - |
| - | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement)
VI R.C.C grade M-25
i) upto 5 m height | 1 | cum | - | - |
| - | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202. | 1 | tonnes | - | - |
| - | 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 | - | - |
| - | 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 6000 m as per MoRD Technical Specification Clause 301.5. | - | cum | - | - |
| - | Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5.
A Driven at least 900 mm below ground and 1200 mm above ground on average | - | metre | - | - |
| - | Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate.
2) 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 | 0.2 | cum | - | - |
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