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Tender Value
₹24.4 L
EMD Value
₹49,000
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
Construction of concrete road from PHE water tank to house of Badal Maity at Kotlauri Beundia GP under Bhagabanpur I Block.
2026_HDA_1028523_1
07/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
₹49,000
HDA HALDIA
19 Jun 2026
19 Jun 2026
6 Jul 2026
20 Jun 2026
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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 | - | Cum. | 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 | 1 | Cum. | 1 | ₹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 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
Ref:- PWD (B) /17-18 Pg-14,It-1 | 1 | Sqm. | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Supply and laying tile vertically laid (275 mm) raniganj pattern tiles along the sides of ponds joining adjacent tile wit semi liquide mud complete in all respect including the cost of all materials labours and other insidental charges as per direction of EIC.
Ref.:-Analysed Rate. | - | M | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | 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 | - | BI01010001010000000000000515BI0100001119 |
| 8 | 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. | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | 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 | - | BI01010001010000000000000515BI0100001121 |
| 10 | Dressing & chilchalling road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30.
Ref.:-Page-(PWD/R)277, Item No.10.01 | - | sqm. | 1 | - | BI01010001010000000000000515BI0100001122 |
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