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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAdmitted-Finance 122 SHYAM NAGAR ROAD KOLKATA 55 | KOLKATA | 24 PARAGANAS NORTH | WEST BENGAL | 700055 | L1 | Admitted-Finance | |
| 2 | L2₹8.8 L+₹11,873.42 (1.36%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹8.9 L+₹12,746.47 (1.46%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
₹8.7 L
EMD Value
₹17,461
Closing Date
24 Jan 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGINEER
HMC 4 M G ROAD HOWRAH-711101
Construction of new cover slab to protect Raw water Pipe Line (i) near conservancy VAT beside Andul Road under Ward No -41 (ii) near conservancy Vat beside Padmapukur Plant Road under Ward No -41 of HMC
2025_MAD_979125_1
HMC/HWW/P-07/2025-26
Open Tender
CIVIL WORKS
Percentage
30 days
HMC AREA
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
₹17,461
10 Feb 2026
24 Dec 2025
27 Jan 2026
24 Dec 2025
24 Jan 2026
24 Dec 2025
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. (a) Depth of excavation not exceeding 1,500 mm [Ref : P.W.D.(Bldg) 2017, Page - 1, Item-2(b]
Hire and labour charges for 75 mm dia bamboo railing on Jhau/Eucalyptus or other approved timber\bamboo posts 1.4 m above G.L and 0.60 m below G.L including tying strongly with coir ropes and boring holes for posts in any soil/ concrete surface/Bituminious surface packing the sides etc including cost of carriage of all materials and labour complete including cost of restoration to the damages of the ground to its original condition as per direction of Engineer in charge after removing the barricade.(Cost of restoration would be paid seperately.) (a)75mm. dia bamboo railing & 125mm. Dia Jhau/Eucalyptus/other approved timber posts @ 1.60m apart (ii) Railing with 3 rows. Ref:- UD & MAD (Schedule) 2018, P-3, it - 1.8(a)(ii)
(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) [Ref : P.W.D.(Bldg.), Page-2, Item No. 4]
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. [Ref : P.W.D.(Bldg.), Page-14, Item No. 1]
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 [Ref: P.W.D (Bldg) 2017, Page-26 Item No- 10] Analysis no-23.
Brick work with 1st class bricks in cement mortar (4:1) (a) In foundation and plinth [Ref : P.W.D.(Bldg.), Page-15, Item No. 7]
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. [P.W.D.(Bldg.). Page- 42, Item - 36.(a)]
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. (a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel [Ref : P.W.D.(Bldg.), Page-43, Item No. 40]
Supplying ready mixed concrete of M 30 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/supplier] In ground floor and foundation. (i) Without approved concrete Pump Rate Analysis Enclosed
Dewatering by pumps including all leads, lifts and making all arrangements of disposal, where continuous flow of water from a source other than natural or ground water is encountered in case of emergency maintenance works related to leakage, breakage and making wet connections. [Note : - In case of any other situation demanding such emergency dewatering. use of this item is to be approved by the Superintending Engineer/Tender Accepting Authority. This item shall be executed on the specific direction duly supported by proper clarification of the E.I.C. who will be satisfied in absolute discretion that such work has not been necessitated due to any natural source of water or any fault of the Contractor Ref:-UD & MAD (Schedule) 2018, P-24, it - 7.2
Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge. Ref:-UD & MAD (Schedule) 2018, P-5, it - 1.18
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