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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.8 LAccepted-AOC | ₹15.8 L | L1 | Accepted-AOC 1st Lowest Bidder |
| 2 | L2₹16.4 LRejected-Finance | ₹16.4 L | L2 | Rejected-Finance 2nd Lowest Bidder |
| 3 | L3₹16.4 LRejected-Finance VILL P O AJODHIYAPUR P S CONTAI DIST PURBA MEDINIPUR PIN 721401 | AJODHIYAPUR | PURBA MEDINIPUR | WEST BENGAL | 721401 | ₹16.4 L | L3 | Rejected-Finance 3rd Lowest Bidder |
| 4 | Rejected-Technical | - | - | Rejected-Technical Latest ITR not found, Credential mismatch |
| 5 | Rejected-Technical N 72 SODEPUR 2ND LANE P O P S HARIDEVPUR NEAR HARIDEVPUR SAMMILANI CLUB KOLKATA 700 082 | KOLKATA | KOLKATA | WEST BENGAL | 700082 | - | - | Rejected-Technical Latest ITR not found |
Tender Value
₹15.8 L
EMD Value
₹31,610
Closing Date
16 Feb 2026, 12:00 pmClosed
EE/MDD
Mograhat Drainage Division, P.O. and P.S. - Baruipur, Kolkata-700144
Urgent repair of wearing course and spalled concrete of Gobindapur RCC bridge at Ch. 7200.00 and Khasmallik RCC bridge at Ch. 7965.00 over Adiganga Khal within Block and P.S. - Baruipur, South 24 Paraganas.
2026_IWD_995807_1
e-NIT No - WBIW/EE/MDD/e-NIT-14(e)/25-26
Open Tender
CIVIL WORKS
45 days
Block and P.S. - Baruipur
Please refer Tender documents.
5 documents required · 5 mandatory
₹31,610
Yes
2 Mar 2026
31 Jan 2026
16 Feb 2026
31 Jan 2026
16 Feb 2026
31 Jan 2026
Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000 m (Thickness 75 mm)
Providing and laying Cement concrete Wearing coat M-30 grade with graded stone chips 19 mm down including screening and cleaning approved stone chips and sand as necessary laying, finishing stone chips and sand as necessary laying, finishing complete to camber and grade, curing with water, including cost and carriage of all materials and hire charges for form work including reinforcement complete as per drawing and Technical Specifications vide clause no. 2702 of MoRT&H’s Specification for Road & Bridge Works.
Epoxy bonding of new concrete to old 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.
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 Clause 202 for Rural Roads of MORD.Technical Specifications By Manual Means i) Reinforced Cement Concrete.
ii) Cement mortar.
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] With 1:4 cement mortar 20 mm thick plaster
Supplying and laying chequered tiles of any shade & of approved quality with (1:1½:3) cement concrete laid in panels or patterns as directed in pavement, footpath etc. including necessary underlay 25 mm thick [avg] cement mortar (1:3) complete in all respect with all labour and materials. [Using cement slurry @ 4.4 kg/Sq.m at back side and @2.4 kg/Sq.m for joint filling] 25 mm. thick Red Variety
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground Floor: Two Coats
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat) Normal Acrylic Emulsion
Scraping of moss, blisters etc.thoroughly from exterior surface of walls necessitating the use of scraper, wire brush etc.(Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge)
Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.
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. Pakur Variety i) For Gobindopur Bridge
ii) For Khasmallik Bridge
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 intersection, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor/upto 4 m Tor steel/Mild Steel JSW/JSPL/SHYAM/SRMB/BMASL/Electro Steel/SSL i) For Gobindopur Bridge
ii) For Khasmallik Bridge
Labour for Chipping of concrete surface before taking up Plastering work.
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross- drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. Where staging is not required.
Cleaning the exposed corroded Reinforcement as well as worn out concrete by sand blasting with air compressor including all materials, hire charges of machineries and labour etc. all complete as per technical specification and direction of the Engineer-in-Charge.
Providing anti-corrosive protective coating to inhibit the corrosion to HYSD reinforcements including two coats of anti-corrosive coatings of consumption as per manufacturer's specification, cleaning etc. complete as per the direction of the Engineer-in- Charge.
Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 MPa and workmanship conforming to clause 2807.6. (40 mm average thickness.)
Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy
Sealing of cracks / porous concrete by injection process through nipples / Grouting complete as per Technical specification. Cement Grout
Hire and labour charges for staging with sal bullah for super structure of bridge (Major and Minor) including stripping off and removing clearing on completion of work as per design and drawing approved by the Engineer-in-charge.
Supplying, dressing and stacking at site bamboo pins above 5 cm. diameter and upto 7.5 cm. diameter. (Dia. to be measured at mid length).
Driving bamboo pins in standing or flowing water including scaffolding and driving appliances. Where boats are not necessary
Supplying, fitting and fixing with iron nails half split bamboo wailing pieces (av. dia. of bamboo not less than 5.0 cm.)
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).
Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.
Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land, including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction ofthe Engineer-in-charge within a lead of NB :- Measurement to be taken on the basis of stack measurement / pre-post work section measurement after deduction of void as per norms. No extra payment will be made for stacking. Beyond 1.00 km and upto 2.00 km
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