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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.7 LAccepted-AOC LAXMINARAYAN BARI ROAD BANAMALIPUR AGARTALA WEST TRIPURA | AGARTALA | WEST TRIPURA | TRIPURA | 799001 | ₹12.7 L | 1 | Accepted-AOC Being the 1st Lowest. |
| 2 | 2₹15.7 L+₹3.0 L (23.3%)Rejected-AOC | ₹15.7 L+₹3.0 L (23.3%) | 2 | Rejected-AOC Not being 1st lowest. |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance N A | FARIDABAD | HARYANA | 121004 | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Valid Documents as per SBD not found. |
Tender Value
₹15.9 L
EMD Value
₹31,742
Closing Date
7 Aug 2026, 3:00 pmClosed
The Executive Engineer, Gonda Twisa Div., PWD(G).
O/O The Executive Engineer, Gonda Twisa Division, PWD (G).
Urgent construction of Retaining Wall at Gonda Twisa-Raishyabari road to Boalkhali H.S. School under PWD (RandB) Gonda Twisa Sub-Division during the year 2026-27 /SH- Excavation for structure, Sand filling, P.C.C, Pucca drain etc.
2026_CEPWD_75125_1
03 /DNIeT/EE/PWD (G)/(RandB)/GNT/2026-27
Open Tender
Civil Works - Roads
Percentage
45 days
Gonda Twisa
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
₹31,742
O/O The EE, Gonda Twisa Division, PWD (G).
7 Sept 2026
31 Jul 2026
7 Aug 2026
31 Jul 2026
7 Aug 2026
31 Jul 2026
31 Jul 2026 - 5 Aug 2026
5 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 | SH: EARTHWORK, EROSION CONTROL AND DRAINAGE | - | - | - | - |
| 2 | Surface Drains
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307.
i) Surface Drains in Ordinary Soil
A) Manual Means | - | Mtr | 114.6 | - |
| 3 | Road side Pucca Drains
Construction of road side pucca drain with M10 (1:3:6with jhamabrick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement)
B. Trapezoidal drain (top clear width 600mm, bottom clear width 300 mm and clear depth of 400 mm)
I. In Ordinary Soil | - | Mtr | 3,656.55 | - |
| 4 | 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 5000 m as per MoRD Technical Specification Clause 301.5. | - | Cum | 313.4 | - |
| 5 | SH: FOUNDATION | - | - | - | - |
| 6 | 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 | 458.2 | - |
| 7 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I) Sand filling | - | Cum | 1,778.35 | - |
| 8 | 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 | 9,836 | ₹9,826.16 |
| 9 | SH: SUB-STRUCTURE | - | - | - | - |
| 10 | Plain cement concrete (using jhama brick aggregate) 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)
III. P.C.C grade M20 (1:2:4) (Nominal mix)
i) upto 5 m height | 0.2 | Cum | 11,257.15 | ₹2,251.43 |
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