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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC KHAIRIPIHIRA HURA PURULIA | HURA | PURULIA | WEST BENGAL | ₹2.5 L | L1 | Accepted-AOC 1stLowest |
| 2 | L2₹2.5 LRejected-AOC VILL KUDLUNG P O KUDLUNG P S HURA M DIST PURULIA PIN 723148 W B | KUDLUNG | PURULIA | WEST BENGAL | 723148 | ₹2.5 L | L2 | Rejected-AOC 2ndLowest |
| 3 | L3₹2.5 LRejected-AOC VILL JOJODIH P O ARJUNJORA P S HURA DIST PURULIA | HURA | PURULIA | WEST BENGAL | 723130 | ₹2.5 L | L3 | Rejected-AOC 2ndLowest |
Tender Value
₹2.5 L
EMD Value
₹4,948
Closing Date
18 Feb 2026, 2:00 pmClosed
E.E PIPD
Office of the Executive Engineer, PIPD, Purulia,Bhatbundh Irrigation Colony, Purulia.
M/R to Syphon Super Passage at ch. 445.00m of L.B.M.C in c/w Futiary I Scheme.
2026_IWD_1000011_16
WBIW/EE/PUAPWI001/eNIT06/25-26
Open Tender
CIVIL WORKS
90 days
HURA
Please refer Tender documents.
4 documents required · 4 mandatory
₹4,948
2 Mar 2026
10 Feb 2026
19 Feb 2026
10 Feb 2026
18 Feb 2026
10 Feb 2026
10 Feb 2026 - 18 Feb 2026
Cutting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.
Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg).
Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,( tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). NB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/ bag.
Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.
Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.
Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved aterial complete as per direction of the Engineer-in-Charge . I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. (iv) Without pumping out water and shoring
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, Cement Concrete
Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed.
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety
Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer's specification
Hire and labour charges for shuttering with centering and necessary stsging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintel curved or straightincluding fitting fixing and striking out after completion of works (upto roof of ground floor) (when the height of a perticular floor is more then 4 m. the equivalent floor height shall be taken as 4 m. ht. shall be allowed under 12 (e) for every 4 m. to part thereof ) (i) 25mm to 30mm shuttering without staging in foundation.
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. , initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape,placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of ground floor upto 4m.
Plaster (to wall, floor, ceiling etc.)with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface] ii) Mortar mix 1:4 b) 15 mm thick.
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
Earthwork from borrowpits over existing embankment or for repairs to embankment,closing breaches etc.within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25cm. and rough dressing etc. complete as per profile.
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