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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L2₹25.4 L+₹3.1 L (13.6%)Admitted-Technical KALITILA TELIAMURA KHOWAI TRIPURA | TELIAMURA | KHOWAI | TRIPURA | +5.11% | ₹25.4 L+₹3.1 L (13.6%) | L2 | Admitted-Technical Formal Bidder |
| 2 | L3₹28.9 L+₹6.5 L (29.2%)Admitted-Technical RAJNAGAR TELIAMURA KHOWAI TRIPURA | TELIAMURA | KHOWAI | TRIPURA | +19.50% | ₹28.9 L+₹6.5 L (29.2%) | L3 | Admitted-Technical Formal Bidder |
| 3 | L1₹22.4 LRejected-Technical | -7.50% | ₹22.4 L | L1 | Rejected-Technical Withdrawal |
Tender Value
₹24.2 L
EMD Value
₹48,405
Closing Date
7 Aug 2026, 3:00 pmClosed
The Executive Engineer, Teliamura Division
O/O the Executive Engineer, Teliamura Division
Mtc of road from Hranghkhal-Debthang road to Zion tang girls hostel road (Length-2.45 km) (portion from 1.225 km to 2.45 km) /SH- Restoration of different stretches of road embankment damaged due to heavy rain by laying PVC coated GI ..........Gr.II
2026_CEPWD_75131_1
18/EE/TLM/PWD(RandB)/2026-27
Open Tender
Civil Works - Roads
Percentage
90 days
Teliamura
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,000
₹48,405
31 Aug 2026
30 Jul 2026
7 Aug 2026
30 Jul 2026
7 Aug 2026
30 Jul 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
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.
Ordinary Soil
i) Upto 3 m depth | 1 | Cum | 458.2 | ₹458.15 |
| 2 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200
Sand filling | - | Cum | 1,379.6 | - |
| 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 centring, shuttering, staging etc. but excluding reinforcement )
P.C.C grade M 10 ( using jhama brick aggregate )
Nominal Mix 1:3:6 | - | Cum | 9,492.21 | - |
| 4 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses802,804,805,806,807,900,1202& 1204. (including centering, shuttering, staging etc. but excluding reinforcement)
I) P.C.C grade M 15 (1:2.5:5 Nominal mix) | - | Cum | 11,500.67 | - |
| 5 | Supplying, fitting&placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure completeasper drawings&MoRDtechnical specification Clauses 1002, 1005, 1010 and 1202.
For Toe wall vide item no 4 = 21.850 cum. Therefore steel required for Skin reinforcement work @ 30 kg per cum = 0.65550T | - | T | 91,869.49 | - |
| 6 | Providing weep holes in brickmasonry/ 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 slopes of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614,709,1204.3.7
(spacing not exceding 2m in horozontal ,1 m in vertical and 150mm above low water level) | 1 | M | 392.2 | ₹392.16 |
| 7 | Providing & laying filter media with granular crushed 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. | - | Cum | 4,882.3 | - |
| 8 | Manufacturing & supplying of machine made PVC wire crates chain link type made by S.W.G PVC wire bearing 12/10 SW. GI wire inside the PVC wire, size of cage 1500 mm. X 600 mm. X 450 mm. having square mesh of 80mm. X 80mm. including carrying to the work site
as per direction of the Engineer-in charge (Weight of each cage shall not be less than 7.80 kg) | - | Kg | 202 | - |
| 9 | Supplying and stacking mixed class brick bats (50% first class & 50% un-class) including carriage loading & unloading at the site of work complete as per direction of the Engineer-in-charge | - | Cum | 3,420.92 | - |
| 10 | Labour charge for filling/packing of mixed class brick bats in S.W.G PVC wire crates of size of 1500 mm. X 600 mm. X 450 mm. Fastening with SWG GI wire and placing in river bed/slope properly as per direction of the Engg-in-Charge.
Vide Item no 2=223.560 cum/0.405cum (size of crates)=552 nos | - | No | 173.3 | - |
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