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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 LAccepted-AOC | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | KRISHNA PRASAD V L1 |
|---|---|---|---|---|
| 1.00well consruction | ||||
| 1.00 | 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 | 47.49 | cum | 203.52 ₹9,665.78 Lowest |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 11.87 | cum | 101.16 ₹1,201.07 Lowest |
| 1.00 | 5.4:Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural
sources: 3 graded stone aggregate 20 mm nominal size derived from natural
sources) | 5.44 | cum | 10,032.19 ₹54,575.11 Lowest |
| 1.00 | 5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural
sources derived from natural
sources: 3 graded stone aggregate 20 mm nominal size derived from natural
sources derived from natural
sources) | 22.67 | cum | 8,137.79 ₹1,84,459.29 Lowest |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 26.38 | sqm | 318.86 ₹8,410.25 Lowest |
| 1.01 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | 181.34 | sqm | 275.78 ₹50,008.57 Lowest |
| 1.01 | 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 | 1,233.08 | kilogram | 93.48 ₹1,15,268.32 Lowest |
| 1.01 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 10 | hour | 270.65 ₹2,706.5 Lowest |
| 1.01 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 4 | sqm | 136.02 ₹544.08 Lowest |
Tender Value
₹11.8 L
EMD Value
₹29,617
Closing Date
31 Oct 2025, 4:00 pmClosed
Executive engineer
Office of the executive engineer LID and EW Division Wayanad DP
Annual Plan-Wayanad DP -2024-25 - Pr No.237/25 - Kottoor colony drinking water scheme - Ambalavayal GP-1400000/--General Civil Work
2025_LSGD_813964_34
D2-2374/2025(9)
Open Tender
Civil Works - Water Works
Item Rate
180 days
Kalpetta
Please refer in tender documents
7 documents required · 7 mandatory
₹2,760
Yes
₹29,617
Yes
9 Feb 2026
24 Oct 2025
1 Nov 2025
24 Oct 2025
31 Oct 2025
24 Oct 2025
Amount
well consruction
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
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
5.4:Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural sources derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining
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
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
13.71:Lettering with black Japan pint of approved brand and manufacture
OD132068/2025-2026:Sinking well in all classes of soil other than roak to line and level and plumb by scooping out from inside and below steening including the use of dredgers or any other appliances hirelabour for kentledge,getting de watering,blasting vibrating or any other method including removal ofobstretics and dumping the soil within a distance of 150 m as per the directions of deptl.officers at site. FIRST DEPTH
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)
water tank
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
OD132069/2025-2026: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
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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.
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
50.2.25.1:Filling with contractor's own earth ( 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 as per direction of site Engineer-in-charge
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
pipe linne
18.12.7:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore
18.19.4.2:Providing and fixing gun metal non-return valve of approved quality (screwed end): 50 mm nominal boreVertical
50.18.9.2.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints as per direction of Engineer in Charge.20 mm dia 12 Kgf/cm2
50.18.9.4.2:Providing and fixing PVC pipes includings joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 32 mm dia 6 Kgf/cm2
50.18.9.5.2:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints compete as per direction of Engineer in Charge. 40 mm dia 6 Kgf/cm2
50.18.9.6.2:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 6 Kgf/cm2
18.17.3:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore
18.17.4:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
OD132067/2025-2026:Providing tap unit base of size 80x80 cm with CC 1:4:8 platform, CC 1:2:4 wearing coat ,75mm 6kgf/cm2 PVC pipe post , PVC tap and fittings etc complete.
Bidder Name
KRISHNA PRASAD V
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