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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₹9.6 LAccepted-AOC 23 2221 CS 2ND FLOOR KOLAKKADAN BUILDING METHOTTUTHAZHAM KOZHIKODE KERALA 673016 | KOZHIKODE | KOZHIKODE | KERALA | 673016 | L1 | Accepted-AOC L1 ACCEPTED |
| Sl No | Description | Qty | Unit | HASCON CONSTRUCTIONS AND INTERIORS L1 |
|---|---|---|---|---|
| 1.00construction of well | ||||
| 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | 5.7 | cum | 232.6 ₹1,325.59 Lowest |
| 1.00 | OD284937/2022-2023:Earth work excavation by mechanical means (Hydroulic excavator)/manual means over areas (exceeding 30 cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth,lead up to 50m and life up to 1.5m,disposed earth to be levelled and neately dressed.All kinds of soil depth 1.50m to 3.00m | 5.7 | cum | 244.17 ₹1,391.52 Lowest |
| 1.00 | OD284941/2022-2023:Earth work excavation by mechanical means (Hydroulic excavator)/manual means over areas (exceeding 30 cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth,lead up to 50m and life up to 1.5m,disposed earth to be levelled and neately dressed.All kinds of soil depth3.0m to 4.5m | 5.7 | cum | 255.72 ₹1,457.35 Lowest |
| 1.00 | OD284945/2022-2023:Earth work excavation by mechanical means (Hydroulic excavator)/manual means over areas (exceeding 30 cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth,lead up to 50m and life up to 1.5m,disposed earth to be levelled and neately dressed.All kinds of soil depth 4.50 to 6.00m | 5.7 | cum | 267.29 ₹1,523.29 Lowest |
| 1.00 | OD284968/2022-2023:Bailing out water using 5HP pumb-Bailing out water with 5HP engine and pump set including conveyance to site and | 32 | hour | 412.55 ₹13,201.6 Lowest |
| 1.01 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | 102.89 | sqm | 315.18 ₹32,429.5 Lowest |
| 1.01 | 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) : 3 graded stone aggregate 20 mm nominal size) | 7.42 | cum | 9,300.33 ₹68,971.25 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 | 593.29 | kilogram | 106.83 ₹63,381.38 Lowest |
| 1.01 | 51.18.12.5:Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) External work - 40 mm nominal dia | 1.6 | metre | 491.99 ₹787.18 Lowest |
Tender Value
₹8.8 L
EMD Value
₹22,116
Closing Date
5 May 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Executive Engineer
O/o Assistant Executive Engineer, LSGD Engineering Wing, Tirur Municipality
Retender- Annual Plan-S0 390/25 Improvement of Tharayanparambu sc smashanam in ward 1 at Tirur municipality
2025_LSGD_761488_5
01/Etender/2025-26/Itemrate
Open Tender
Civil Works - Buildings
Item Rate
270 days
Tirur Minicipality
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,955
Yes
₹22,116
Yes
6 Aug 2025
25 Apr 2025
8 May 2025
25 Apr 2025
5 May 2025
25 Apr 2025
Amount
construction of well
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
OD284937/2022-2023:Earth work excavation by mechanical means (Hydroulic excavator)/manual means over areas (exceeding 30 cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth,lead up to 50m and life up to 1.5m,disposed earth to be levelled and neately dressed.All kinds of soil depth 1.50m to 3.00m
OD284941/2022-2023:Earth work excavation by mechanical means (Hydroulic excavator)/manual means over areas (exceeding 30 cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth,lead up to 50m and life up to 1.5m,disposed earth to be levelled and neately dressed.All kinds of soil depth3.0m to 4.5m
OD284945/2022-2023:Earth work excavation by mechanical means (Hydroulic excavator)/manual means over areas (exceeding 30 cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth,lead up to 50m and life up to 1.5m,disposed earth to be levelled and neately dressed.All kinds of soil depth 4.50 to 6.00m
OD284968/2022-2023:Bailing out water using 5HP pumb-Bailing out water with 5HP engine and pump set including conveyance to site and
5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining
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) : 3 graded stone aggregate 20 mm nominal size)
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
51.18.12.5:Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) External work - 40 mm nominal dia
OD285014/2022-2023:supplying conveying fitting trial running and commissioning of electrically driven bestquality reputed
18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Construction of shed
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
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 : 8 graded stone aggregate 40 nominal size)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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)
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
OD408258/2024-2025:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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
50.6.1.5: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 super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., 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
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
OD55928/2024-2025:Providing and fixing 150mm wide ,square cut PVC 4kgf/cm2 rain water gutter pipe with iron brackets with 25x5mm size flat,screw and washers etc, including making necessary connections with rain water pipes etc . complete
OD55929/2024-2025: Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side. of the sheet and polyester top coat 15-18 microns.Sheet should have protective guard film of 25 microns minimum to avoid scratchesduring transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required.
12.51.2:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete:Flashings / Aprons (Upto 600 mm)
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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
OD55981/2024-2025:Supplying and fixing stainless steel non power Driven Roof Turbo ventilator (Industrial Exhaust fan)600x450mm including all cost and fitting charges etc complete
6.3.1:Brick work with common burnt clay machine moulded perforated bricks of classdesignation 12.5 conforming to IS: 2222 in superstructure above plinth level up tofloor five level in cement mortar 1:6 (1 cement : 6 coarse sand):With F.P.S. ( non modular ) bricks
Bidder Name
HASCON CONSTRUCTIONS AND INTERIORS
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finance_1238889.pdf
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