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Tender Value
₹46.2 L
EMD Value
₹92,400
Closing Date
3 Jul 2026, 4:00 pm
Similar tender results from the same govt authority in the past 3 years.
CEO HDA
Office of the Chief Executive Officer Haldia Development Authority City Centre P.O. Debhog Haldia 721657 Dist Purba Medinipur
Repairing of road from Chowronghee More to Mahammadpur Bazar under Nandigram-I Block.
2026_HDA_1028868_1
16/HDA/EC OF 2026 2027
Open Tender
CIVIL WORKS
120 days
Haldia Development Authority City Centre, Debhog
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹92,400
HDA HALDIA
19 Jun 2026
19 Jun 2026
6 Jul 2026
20 Jun 2026
3 Jul 2026
25 Jun 2026
23 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Pumping out water from ponds or tanks.
Ref.:-Page-(PWD/B)4, Item No.8 | 1 | Cum. | 1 | ₹1 | BI01010001010000000000000515BI0100001113 |
| 2 | Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etc.
Ref.Page-(PWD/B)4, Item No-9 | - | Cum. | 1 | - | BI01010001010000000000000515BI0100001114 |
| 3 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
Ref.:-Page-(PWD/B)1, Item No-2 | - | Cum. | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)
Ref.:-Page-(PWD/B)1,Item No-3 | - | Cum. | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Ordinary cement concrete M15(1:2:4) with graded stone chips (20 mm down) excluding shuttering and reinforcement if any in ground floor as per IS 456-2000.
Ref.:- Derived Rate | - | Cum. | 1 | - | BI01010001010000000000000515BI0100001117 |
| 6 | Weaving wire mattress as directed with wire of 4mm dia. and making sausage crate of required shape after tying all intersections including joining longitudinal ends, closing ends of sausage, carriage of wire to site of work complete in all respect as per direction of the Engineer-in-charge including cost of supply of G.I. wire. (With 100mm x 100mm mesh.)
Ref.:-Page-(PWD/R)336, It -18.30 | - | Sqm. | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Filling properly the empty sausage crates with boulders of any size & shape with hand packing after preparation of bed of placement, placing the crate in position, carriage of boulders from road stacks with a lead upto 150m etc. complete in all respect including stitching the rest of the crate with wire (passage for filling boulders) after filling up the crate with boulders and launching the crate in position if necessary and as directed by the Engineer-in charge
Ref.:-Rate Analysis | - | Cum. | 1 | - | BI01010001010000000000000515BI0100001119 |
| 8 | Dismantling of existing structures like culverts, bridges,
retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.(I) By Manual Means
b) Cement Concrete
Ref.:-Page-(PWD/R)233, Item No. 2.05(I)(b) | - | Cum. | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | Water Bound Macadam Sub Base by consolidating Jhama 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).
(i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening :
Ref.:- Derived Rate. | - | Cum. | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | Supplying and laying Polythene Sheet (150gm / sq.m.) over
damp proof course or below flooring or roof terracing or infoundation or in foundation trenches.
Ref.:-Page-(PWD/B)47, Item No.3 | 1 | Sqm. | - | - | BI01010001010000000000000515BI0100001122 |
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