GENERAL-HARITHAM HARIPAD-HARITHAM HARIPAD PHASE II - PROVIDING IRRIGATION FACILITIES TO GROUP OF PADASEKHARAMS IN HARIPAD CONSTITUENCY
Irrigation Department · Haripad, Kerala · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹4.7Cr
- EMD: ₹1.0L
- Published: 12 Oct 2026
- Closing date: 10 Nov 2026
- Status: open
- Status as of: 27 Oct 2026 03:59 UTC
- Department: Irrigation Department, Government of Kerala
- Office: Office of the Superintending Engineer, Kuttanad Development Circle, Chengannur
Description
Providing irrigation facilities to 14 groups of padasekharams in Haripad constituency, including civil works such as motor sheds, protection walls and thodu clearing. The estimated cost is Rs. 46,656,288; the NIT also states a total estimated cost of Rs. 550.6 lakhs including 18% GST. Completion period is 1 year.
Eligibility & requirements
- Past performance: 40%
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Valid contractor registration certificate, Certificate of successful completion of at least one similar work costing more than 40% of the estimated cost, completed within the last five years, Bank account details for e-payment, Bid security payment details, Duly signed preliminary agreement, Priced Bill of Quantities, Required certificates and documents specified in clause 4.4 of Part I Instructions to the Bidders
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Commercial terms
- Bid type: Item Rate
- Make in India (MII): No
- MSE preference: No
Line items (188)
- 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil — Qty: 473.766 cum
- 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. — Qty: 194.382 cum
- 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site — Qty: 336.188 cum
- OD28528/2025-2026:Random rubble masonry with hard stone in foundation up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) — Qty: 62.642 cum
- 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns — Qty: 37.5 sqm
- 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 8.438 cum
- 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) — Qty: 3.201 cum
- 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 5.657 cum
- 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete — Qty: 28.368 sqm
- 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. — Qty: 27.92 sqm
- 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more — Qty: 441.81 kilogram
- 60.2.1:EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. — Qty: 4.95 cum
- 50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete — Qty: 8.222 cum
- 11.5:62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufactures specification. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. — Qty: 24.75 sqm
- 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) — Qty: 94.02 sqm
- 10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. — Qty: 540.954 kg
- 12.1.3:Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ( up to any pitch in horizontal / vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gm/m2 — Qty: 88.4 sqm
- 12.4.2:Providing ridges or hips width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gm/m2 — Qty: 13 metre
- 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers — Qty: 0.915 sqm
- 10.6.1:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover — Qty: 2.07 sqm
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