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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-AOC | ₹5.4 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹5.9 LRejected-Finance | ₹5.9 L | L2 | Rejected-Finance Comparatively higher bidder |
| 3 | L3₹6.2 LRejected-Finance | ₹6.2 L | L3 | Rejected-Finance Comparatively higher bidder |
| 4 | L4₹6.2 LRejected-Finance | ₹6.2 L | L4 | Rejected-Finance Comparatively higher bidder |
Tender Value
₹6.1 L
EMD Value
₹12,199
Closing Date
25 May 2026, 10:00 amClosed
Executive Engineer KKB Project Division
Temathani Sabang Paschim Medinipur 721166
Improvement of Inspection path over Bhubaneswar Khal Left embankment from Bhubaneswar Mandir Road to Ananda Chaulya House (Length 800 M) within GP-6 No. Chaulkuri, Block PS- Sabang and Dist. Paschim Medinipur. (2nd Call)
2026_IWD_1023787_4
WBIW/EE/KKBPD/e- NIT-01/2026-27
Open Tender
CIVIL WORKS
Percentage
45 days
Temathani Sabang Paschim Medinipur
Please refer Tender documents.
6 documents required · 6 mandatory
₹12,199
Yes
19 Aug 2026
11 May 2026
25 May 2026
11 May 2026
25 May 2026
12 May 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 | Dressing and chilchalling flanks or slope of embankment including filling with earth or cutting upto 150 mm. average thickness and ramming properly after sprinkling water. | - | Sqm | 11.92 | - |
| 2Water Bound Macadam Sub Base:- Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). | |||||
| 2.01 | For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening : | - | Cu.M | 2,621.04 | - |
| 3 | Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification. | - | Cu.M | 1,803.78 | - |
| 4 | Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-inch a Charge. | - | Sqm | 5.96 | - |
| 5 | Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1,:1%:3 witlr pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. meshi and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge.
(The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) | - | Each | 2,657.71 | - |
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