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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.7 LAccepted-AOC | ₹16.7 L | 1 | Accepted-AOC AOC has been issued to Abdul Muhit as 1st lowest bidder. |
| 2 | 2₹17.0 L+₹24,251 (1.45%)Rejected-AOC VILL BOULAPASSA PS KAILASHAHAR UNAKOTI TRIPURA | UNAKOTI TRIPURA | UNAKOTI TRIPURA | TRIPURA | ₹17.0 L+₹24,251 (1.45%) | 2 | Rejected-AOC AOC has been issued to Abdul Muhit as 1st lowest bidder. |
| 3 | 3₹19.4 L+₹2.7 L (15.9%)Rejected-AOC | ₹19.4 L+₹2.7 L (15.9%) | 3 | Rejected-AOC AOC has been issued to Abdul Muhit as 1st lowest bidder. |
| 4 | 4₹20.3 L+₹3.6 L (21.6%)Rejected-AOC | ₹20.3 L+₹3.6 L (21.6%) | 4 | Rejected-AOC AOC has been issued to Abdul Muhit as 1st lowest bidder. |
| 5 | 5₹20.4 L+₹3.6 L (21.7%)Rejected-AOC | ₹20.4 L+₹3.6 L (21.7%) | 5 | Rejected-AOC AOC has been issued to Abdul Muhit as 1st lowest bidder. |
Tender Value
₹24.3 L
EMD Value
₹48,502
Closing Date
5 Feb 2026, 3:00 pmClosed
Executive Engineer PWD R and B Kailashahar
O/O the Executive Engineer PWD R and B Kailashahar
Mtc of D.K. Rd to Nanigopal Sinha House and Arun Sinha Land to Rabindra Sinha House L 0.465 Km SH Paver blocks, Metalling, carpeting , seal coating, RSD, Retaining structures, etc. complete during the year 2025 26
2026_CEPWD_69649_1
53/EE/KLSD/ 2025-26
Open Tender
Civil Works
Percentage
120 days
Kailashahar
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹48,502
25 Feb 2026
28 Jan 2026
5 Feb 2026
28 Jan 2026
5 Feb 2026
28 Jan 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 | Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with all lifts, 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 MoRT&H Technical Specification clauses of section 300. | - | cum | 226.1 | - |
| 2 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and1203. (including centering, shuttering, staging etc. but excluding reinforcement).
I P.C.C grade M 10
(i) Nominal mix 1:3:6 | - | cum | 9,983.7 | - |
| 3 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and1203. (including centering, shuttering, staging etc. but excluding reinforcement).
(V) R.C.C grade M 25 | - | cum | 11,629.1 | - |
| 4 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure completeasper drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202 | 1 | ton | 91,483.2 | ₹91,391.72 |
| 5 | 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 | - | cum | 9,418.5 | - |
| 6 | 80 mm thick factory made c.c. interlocking paver block of M-35 Grade
Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweepingextra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge:
(a) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern | - | sqm | 1,552 | - |
| 7 | WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening 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 | 8,452.2 | ₹1,690.44 |
| 8 | Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On W.B.M. @ 0.75 kg/ sqm. | - | sqm | 55.2 | - |
| 9 | 20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508.
Case - I : By Manual Means
Bitumen of VG-30 | - | sqm | 336.8 | - |
| 10 | Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510.
(A) By Manual Means
Case - IV : Type D (premix with fine sand)
(I) Bitumen of VG-30 | - | sqm | 77.1 | - |
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