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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAccepted-AOC | ₹8.9 L | L1 | Accepted-AOC Lowest Rate offered |
| 2 | L2₹9.0 LRejected-Finance VILLAGE JOTHBHIM P O HATGACHA NEW TOWN KOLKATA 700 156 | 24 PARAGANAS NORTH | WEST BENGAL | 700156 | ₹9.0 L | L2 | Rejected-Finance Higher Rate offered |
| 3 | L3₹9.6 LRejected-Finance | ₹9.6 L | L3 | Rejected-Finance Higher Rate offered |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹8.9 L
EMD Value
₹17,791
Closing Date
28 Feb 2026, 6:00 pmClosed
AGM(E)-III, WB HIDCO lTD.
Dhana Dhanya Auditorium, Alipore, Kolkata.
Construction of overhead reservoir and other allied works for site office of Mahakal Mahatirtha in Matigara, Siliguri, Darjeeling.
2026_HIDCO_1014539_1
650/HIDCO/AGM-III/NIT-35/25-26
Open Tender
CIVIL WORKS
15 days
Siliguri
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹17,791
13 Mar 2026
25 Feb 2026
2 Mar 2026
25 Feb 2026
28 Feb 2026
25 Feb 2026
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 thesides of trenches, levelling, dressing and ramming thebottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.
Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion
Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
(b) In superstructure, ground floor
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
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 I. SAIL
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) (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) a)Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work.
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 (b) 20 mm thick plaster
Providing and fixing of false ceilingwith powder coated exposedG.I. grid suspension system (E-Grid T2430/1510 or equivalent load carrying capacity with mid span deflection not exceeding 1/360 span with hanger spacing of 1200mmc/c)consisting of Main Runner 3600mm long, Cross Tee 1200mm / 600mm long and Wall Angle.The Wall Angle shall be fixed on PVC Dash Fasteners on the perimeter of the wall by steel screws with distance 300mmc/c. The Main Runners to be placed @1200mm.The Cross Tee 1200mm will be inserted in the pre-cut slots of Main Runner at regular interval of 600mm to form a modular grid of 1200mm X 600mm. Additional Cross Tees of 600 mm shall be placed perpendicular to the Cross Tee 1200mm long to finally form a grid of 600mmX 600mm.Grid of module size 600mmX600mm shall be supported by 6mm dia G.I. wire from purlins / soffit. 4mm thick High Pressure Steam Cured Non Asbestos Fibre Cement Standard Ceiling Board (Density>1300Kg /m3) of size 595mmX595mm, conforming IS 14862& Type B Category III of ISO 8336, tested as per AS-1530 part3 & BS-476 Part4,5,6,7 &8,should be placed in the Grid module to forma False Ceiling. All complete as per the drawing & directions of Engineer-in-charge. In ground floor a) False Ceiling (with 4mm thick Fibre Cement Standard Ceiling Board and E Grid T-2430/1510).
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. I) For structural members of specified sections weighing less than 22.5 Kg./m
Painting with ready mixed red lead paint of approved make and brand : Two Coat
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : On steel or other metal surface Two coats (with any shade except white)
Supplying, fitting and fixing Black Stone slab used in Kitchen slab, alcove, wardrobe etc. laid and jointed with necessary adhesive Cement mortar (1:2)including grinding or polishing as per direction of Engineer-in -Charge in Ground Floor. (a) Slab Thickness 20 to 25 mm
Supplying, fitting & fixing granite slabs 15mm to 18mm. thick with uniform texture & without decorative veins in columns, wall, facia etc.with 15mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass/copper hooks including pointing in cement mortar(1:2)(1 white cement :2 marble dust)with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging ,curing and roughening of concrete surface complete. Area of each Granite slab > 0.6 upto 1.0 square metre. [Using cement slurry at back side of granite @4.4kg/sq.m& white cement slurry for joint filling @ 1.8 kg/sq.m]
Supplying, fitting and fixing stainless steel sink complete with waste fittings and two coats of painting of C.I. brackets. (a) Sink only (i) 530 mm X 430 mm x 180 mm
Supplying, fitting and fixing 15mm swan neck tap with left & right hand operating nob with aerator (Equivalent toCodeNo. 510, 510(A) and Model - TROPICAL / SUMTHING SPECIAL of ESSCO or similar brand).
Labour for boring tube well of required dia by water jet system through any type of soil strata including hire and labour charges of boring pipes, scaffolding tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipes etc. and fitting fixing the same complete including bucket washing and other incidental works in this connection. The tube well should have a minimum 50mm gap in between the outside of the tubewell and the bore. Complete as per direction and satisfaction of Engineer-in-charge. a) Depth upto 150 metre for 40mm dia tube well with top enlargement of 100mm dia. i) 40 mm dia boring etc. upto 150 metre
ii) 100 mm dia boring etc. top enlargement
Supplying, fitting, fixing steel Cutter pieces upto 450mm long with socket etc. complete. (i) 40mm dia
Supplying high density polythene strainer of approved make with adopter conforming to I.S. specification i) 40mm dia
Supplying, fitting, fixing G.I. plug of approved make conforming to I.S. specification. i)40mm dia.
Supplying, fitting and fixing heavy type bell mouth reducing socket etc. complete i)50 mm x 100 mm
Supplying, fitting and fixing in position G.I. pipes of TATA make for underground works with all necessary accessories,specials viz.socket, bend, tee, union, cross, elbow, nipple, short piece etc.including cost of all materials,jointing materials ,cutting pipes,making threads,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I. pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.Payment for painting will be made seperately) i) 40mm dia PVC rigid pipes
Supplying Galvonised iron socket with I.S.I. maulded including labour charges for fitting, fixing complete. i)40mm dia.
Washing and developing tubewell with air compressor pump and engine for 8(eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with ‘V’ notch including hire and labour charges for all tools and plants and scaffolding as required complete in all respect as per direction of E.I.C.
Packing the annular space between the outside of the tubewell pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2mm to 5mm or the size approved by the E.I.C. including cost of all materials, labour carriage etc. and equipment complete.
Supplying, fitting & fixing 100mm M.S. Housing clamp of approved quality.
Supply of G.I. bend 40mm dia
Supplying fitting & fixing of 1.00 H.P. (KSB brand) monoblock open well submersible pump & necessary panel board with 30 M extra connecting cable of approved brand i/c carriage complete in all respect including 20 M cable.
Add CGST @9% of total amount to Rs.7,47,530.38
Add SGST @9% of total amount to Rs.7,47,530.38
Add Construction Cess @1% of total amount to Rs.7,47,530.38
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