Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 LAccepted-AOC VILL RABINDRANAGAR PO PS KANCHANPUR NORTH TRIPURA | KANCHANPUR | NORTH TRIPURA | TRIPURA | ₹11.4 L | L1 | Accepted-AOC Accepted as a first lowest bidder and AOC issued to Priyankar Paul |
| 2 | L2₹12.6 LRejected-Finance VILL SRIRAMPUR KANCHANPUR NORTH TRIPURA | NORTH TRIPURA | TRIPURA | 799250 | ₹12.6 L | L2 | Rejected-Finance Rejected |
Tender Value
₹17.3 L
EMD Value
₹34,573
Closing Date
12 Dec 2025, 3:00 pmClosed
Executive Engineer
O/O Executive Engineer Kanchanpur Division PWD RnB
Mtc. of Narayan Nath Sarani PWD road to Babla Dhar House under Jampui Hill Sub-Division PWD RnB during the year 2025-2026/SH-- Paver Block Earth work PCC n RCC work etc.
2025_CEPWD_67964_1
201/EE/KCP/2025-26
Open Tender
Civil Works - Roads
45 days
Kanchanpur
Please refer to Bid documents
5 documents required · 5 mandatory
₹1,000
₹34,573
Yes
20 May 2026
6 Dec 2025
12 Dec 2025
6 Dec 2025
12 Dec 2025
7 Dec 2025
6 Dec 2025 - 11 Dec 2025
60 mm thick factory made c.c interlocking paver block of M -30 Grade Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of sand, filling the joints with fine sand etc. all complete as per specification and approval/ direction of the Engineer-in-charge.
Excavation for structures B. 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
Excavation for structures B. With 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
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. I. Sand filling
Providing concrete for plain concrete 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 M10 (i) Nominal mix 1:3:6
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) V. R.C.C grade M-20 (1:2:4) (Nominal mix) i) upto 5 m height
Supplying, fitting, & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202.
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.
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
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.
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.
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_69155.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 2.47 MB
DNIT201merged.pdf
Tender Documents • 3.28 MB
BOQ_69155.xls
BOQ • 0.25 MB
Download all tender documents and submit your bid