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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | L1 | Accepted-AOC Stands Lowest. | |
| 2 | L2₹3.5 L+₹176.64 (0.05%)Rejected-Finance | L2 | Rejected-Finance Quoted rate is higher than the L1 bidder. | |
| 3 | L3₹3.5 L+₹353.27 (0.10%)Rejected-Finance | L3 | Rejected-Finance Quoted rate is higher than the L2 bidder. |
Tender Value
₹3.5 L
EMD Value
₹7,065
Closing Date
8 Sept 2026, 4:00 pmClosed
ASSISTANT ENGINEER, PURULIA HIGHWAY SUB-DIVISON
Office of the Assistant Engineer, Purulia HIghway Sub-Division, P. W. (Roads) Dte.-723101.
Junction improvement at Madhabpur of Kustaur railway station to chas chandandkiary road at 18.120 Km by laying WMM, intermediate concrete block pavement under Purulia Highway Division in the district of Purulia.
2026_WBPWD_5020109_2
WBPWRD/AE/PHSD/eNIT-3/2026-27
Open Tender
CIVIL WORKS
Percentage
21 days
PURULIA
Please refer Tender documents.
4 documents required · 4 mandatory
₹7,065
Yes
29 Sept 2026
25 Aug 2026
10 Sept 2026
25 Aug 2026
8 Sept 2026
25 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 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work (Reference to MoRT&H's specification clause 304). Ordinary soil, Manual Means (Depth upto 3 m). | 1 | Cum | 45.22 | ₹45.17 |
| 2 | Providing, laying, spreading and compacting graded stone aggregate conforming to the grading of table 400- 13 revised vide table 2 of IRC : 109 (2015) to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density .The thickness of a single compacted layer shall not be less than 75 mm.(Reference to MoRT&H's specification 406. Using Pakur Variety Stone Aggregates. (Payment will be made on the basis of finished compacted volume). | 21.38 | Cum | 3,420.74 | ₹73,135.42 |
| 3 | Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200).PCC Grade M30. Using Concrete Mixer. | 6.21 | Cum | 7,069.51 | ₹43,901.66 |
| 4 | Supplying and Laying in the particular pattern of cement concrete block pavements with BIS certification and spacer nib of size and shape with aspect ratio as per IS 15658 with cement concrete grade not less than M40 on the prepared base course of specified CBR as mentioned in design and drawing with a cushion of bedding sand of 30 to 50 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps between two paver block with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2) complete as per IRC SP - 63 with proper confinement of bedding and joint filling sand, compaction,levelling and filling up of
the edge gaps with mortar. Type I, II,III, IV should be as per design requeirment or instruction of E-I-C. Type - III (80 mm thickness) inter locking system. | 126 | Sqm | 1,444.96 | ₹1,82,064.96 |
| 72 | Sub-Toal | - | No | - | - |
| 73 | Sub-Toal | - | No | - | - |
| 74 | GST @18% | - | No | - | - |
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