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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.9 CrAccepted-AOC | ₹2.9 Cr | 1 | Accepted-AOC FIRST LOWEST |
| 2 | 2₹3.1 Cr+₹13.9 L (4.73%)Rejected-AOC | ₹3.1 Cr+₹13.9 L (4.73%) | 2 | Rejected-AOC SECOND LOWEST |
| 3 | Rejected-Technical | - | - | Rejected-Technical FOURTH LOWEST |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| 5 | Rejected-Technical | - | - | Rejected-Technical THIRD LOWEST |
Tender Value
₹3.5 Cr
EMD Value
₹1 L
Closing Date
22 Apr 2025, 4:00 pmClosed
CONSTRUCTION ENGINEER INFRA KLDC Ltd, Thrissur
Office of the Construction Engineer, K L D C Ltd Thrissur Near Ramanilayam Guest House Thrissur-680020
Please refer Tender documents.
2025_KLDC_753750_1
KLDC/TSR/2024-2025/5(2)
Open Tender
Civil Works - Others
Item Rate
545 days
Pattambi Constituency in Palakkad District
Please refer Tender documents.
4 documents required · 4 mandatory
₹8,850
Yes
₹1 L
Yes
23 Jun 2025
29 Mar 2025
25 Apr 2025
29 Mar 2025
22 Apr 2025
29 Mar 2025
Amount
Appendix A- Organic Unit cum Training hall
2.32 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
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
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
4.1.6 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 : 6 graded stone aggregate 40 mm nominal size)
5.33.1 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level
5.33.2 Providing and laying in position machine batched and machine mixed design mix M- 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level
5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.6 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
5.9.7 Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)
5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.16.2 Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsAbove 20 cm wide
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
7.1.1Random 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)
2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
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
9.48.2 Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc
10.5.1 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S.angels 40x40x6 mm for diagonal braces
50.9.1.2 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately) using good quality Pincoda wood
9.7.1 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured), Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick:Second class teak wood
50.9.4.2 Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Paneling for paneled or paneled and glazed shutters 25 mm to 40 mm thick using good quality Pincoda wood
13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.16.1 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
8.13.1 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
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
26.19.2 Providing at all heights, levels and locations Aluminium profile industrial troughed sheet of Alloy 31500/31000/40800, conforming to IS 1254, IS 737, IS 2676. The sheet shall be fixed using self drilling/self tapping SS screws of size 5.5x65 mm with EPDM seal complete upto required pitch in horizontal, vertical or curved surfaces i/c cutting to size and shape where required as per specifications, detail drawings and direction of Engineer-in-Charge. The rate shall be inclusive of all screws, seal, ridge, labour, scaffolding, machinery for fixing and approved sealent where required etc. but excluding the cost of purlins, rafters and trusses.0.91 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm.
12.4.1 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.0.80 mm thick with zinc coating not less than 275 gm/m2
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
13.69.1 Polishing on wood work with ready mixed wax polish of approved brand and manufacture:New work
13.52.1 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
OD85179/2024-2025 Supply and fixing 4 way fogger installed on cross manifold with super LPD,Fast n Fast,4/7 Tube & Stabilizer,with detachable take off/connector & vinyl tube assembly set of approved quality makeJain irrigation systems. Details of cost for one no. MATERIAL:
OD85180/2024-2025 Providing and fixing lateral Tee for 16 mm lateral pipe approved quality etc complete. Details of cost for one no. MATERIAL:
OD85181/2024-2025 Providing and fixing poly tough tube( linear low density poly ethylene tube)16mm size ,including fixing the pipe, testing of joints complete as per direction of Engineer-in- ChargeDetails of cost for 10 metre poly tube( linear low density poly ethylene tube)16mm size , MATERIALS:
OD85182/2024-2025 Providing and fixing 16mm poly tube end cap to laterals of approved quality.<br> Details of cost for one no. MATERIAL:
OD85183/2024-2025 :Providing and fixing PVC pipes includings joints of pipes with one step PVC solvent cement ,fixing poperly, testing of joints complete as per direction of Engineer in Charge. 32 mm dia 6 Kgf/cm2 Details of cost for 10.00 metre MATERIALS:
OD85184/2024-2025 Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, testing of joints, fixing properly complete as per direction of Engineer in Charge. 40 mm dia 6 Kgf/cm2 Details of cost for 10.00 metre MATERIALS:
OD85185/2024-2025 Installing disc filter with accessories including the cost of carriage as specified as per the direction of engineer in charge.
OD85186/2024-2025 Supply and fixing flush valve (32 mm) of approved good quality for connecting submains 32 mm pipe Details of cost for one no.(32mm flush valve/63mm) MATERIAL
OD85187/2024-2025 Providing and fixing 32mm Ball valve (high performance rigid UPVC ) of approved goodquality etc complete as per the direction Details of cost for one no. MATERIAL:
OD85188/2024-2025 Providing and fixing 40mm ball valve (high performance rigid uPVC)of approved qualityetc complete Details of cost for one no. MATERIAL:
OD85189/2024-2025 Providing and fixing Non return valve - 40 mm(high performance rigid PVC) of approved quality etc. complete. Details of cost for one no.MATERIAL:
OD85190/2024-2025 Supplying installing and commissioning of pumping - Mono block pump set with all accessories of having designed discharge and head of designed flow (Pressure head range 30- 35meter)including the cost of carriage as specified as per the direction of engineer in -harge Details of cost for 1 no
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.
18.18.3 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:25 mm nominal bore
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 complete as per direction of Engineer in Charge. 40 mm dia 6 Kgf/cm2
50.18.9.16.2 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 6Kgf/cm2 - External work - Exposed on wall
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
OD85191/2024-2025 Providing and fixing Poly grommet take off(1no) of approved quality etc complete
Appendix B - Land Development works including Compound wall, Path way and Chain link fencing
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
2.32 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
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
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
51.2.3 Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
16.91.2 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
7.2.1 Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)
5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.1.3 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)
4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 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
10.1 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
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
16.70.1 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I. wire of dia 4 mm
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)
50.2.33.5 Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete.
2.33.1 Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth
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
13.52.1 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
Appendx C - Construction of Poly house (Using GI section 2 mm thick)
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
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
7.1.1 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)
4.1.10 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
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
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)
4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm 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
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
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
OD85192/2024-2025 Providing & fixing 200 micron multi layered UV stabilized light transmission,light diffusion,anti dust,anti drip type roofing sheets as approved by the Engineer in charge. The sheets shall be fixed using self drilling/self tapping screw on aluminium profile & Zigzag spring (Aluminium profile & spring to be paid separately) upto any pitch in horizontal/vertical, curved surfaces, but excluding the cost of purlins, rafters, trusses, and including cutting to size and shapes where ever required etc complete. Details of cost for area of roof. 1x12.5x8=100.00 sqm(with a wastage of 5%, qnty=105m2)
OD85099/2024-2025 Providing and fixing of Polyethylene green shade net/or equivalent of green colour with a light controlling efficiency of 50% complete and as per direction of Engineerin- charge. Detail of cost of (60 Sqm Net)
OD85100/2024-2025 Providing and fixing aluminium profile triple spring locking (190grm/mtr) with zig zag spring pvc coated(Double) and self threading screws rigidly fixed on sections by mechanical or manual means etc complete as per the direction of Engineer-in-charge.Details of cost for 10 meter
9.71.1 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete:125x64x2.50 mm
50.9.15.5 Providing and fixing iron hooks and eyes: 100 mm
9.88 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.
OD85175/2024-2025 Supplying and laying of weed mat of black colour at floor of rain shelter/poly house/mist chamber including carriage upto 5 km lead complete
OD85193/2024-2025 Supplying, stacking and spreading coarse sand, watering and rolling complete including preparation of the surface and rolling.<br>With road roller / hand roller Details of cost for coarse sand 100 sqm area.
OD85194/2024-2025 Supplying, stacking and spreading 6 mm thick stone, watering and rolling complete including preparation of the surface and rolling.<br>With road roller / hand roller Details of cost for 6mm thick and 100 sqm area. MATERIAL: A. Supplying and stacking of 6mm stone at site
Appendix C-1 Irrigation System for Poly house
OD85195/2024-2025 Supply and fixing 4 way fogger installed on cross manifold with super LPD,Fast n Fast,4/7 Tube & Stabilizer,with detachable take off/connector & vinyl tube assembly set of approved quality makeJain irrigation systems. Details of cost for one no. MATERIAL:
OD85196/2024-2025 Providing and fixing lateral Tee for 16 mm lateral pipe approved quality etc complete. Details of cost for one no. MATERIAL:
OD85197/2024-2025 Providing and fixing poly tough tube( linear low density poly ethylene tube)16mm size ,including fixing the pipe, testing of joints complete as per direction of Engineer-in- ChargeDetails of cost for 10 metre poly tube( linear low density poly ethylene tube)16mm size , MATERIALS:
OD85198/2024-2025 Providing and fixing 16mm poly tube end cap to laterals of approved quality.<br> Details of cost for one no. MATERIAL:
OD85199/2024-2025 Providing and fixing 32mm Ball valve (high performance rigid UPVC ) of approved goodquality etc complete as per the direction Details of cost for one no. MATERIAL:
OD85200/2024-2025 Supply and fixing flush valve (32 mm) of approved good quality for connecting submains 32 mm pipe Details of cost for one no.(32mm flush valve/63mm) MATERIAL
OD85201/2024-2025 Installing disc filter with accessories including the cost of carriage as specified as per the direction of engineer in charge.
OD85202/2024-2025 Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, testing of joints, fixing properly complete as per direction of Engineer in Charge. 40 mm dia 6 Kgf/cm2 Details of cost for 10.00 metre MATERIALS:
OD85203/2024-2025 :Providing and fixing PVC pipes includings joints of pipes with one step PVC solvent cement ,fixing poperly, testing of joints complete as per direction of Engineer in Charge. 32 mm dia 6 Kgf/cm2 Details of cost for 10.00 metre MATERIALS:
OD85204/2024-2025 Providing and fixing 40mm ball valve (high performance rigid uPVC)of approved qualityetc complete Details of cost for one no. MATERIAL:
OD85205/2024-2025 Providing and fixing Non return valve - 40 mm(high performance rigid PVC) of approved quality etc. complete. Details of cost for one no. MATERIAL:
OD85206/2024-2025 Supplying installing and commissioning of pumping - Mono block pump set with allaccessories of having designed discharge and head of designed flow (Pressure head range 30- 35meter)including the cost of carriage as specified as per the direction of engineer in charge Details of cost for 1 no
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.
18.18.3 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:25 mm nominal bore
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
50.18.9.16.2 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 6Kgf/cm2 - External work - Exposed on wall
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
OD85376/2024-2025 Providing and fixing Poly grommet take off(1no) of approved quality etc complete
Appendix D - Establishment of Integrated Farming systems - Duck cage 1 no
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, dispose earth to be levelled and neatly dressed.All kinds of soil
7.1.1 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 aggregaten20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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
4.1.6 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 : 6 graded stone aggregate 40 mm nominal size)
4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
4.3.3 Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts
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
5.22.6 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
50.10.1 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
13.52.1 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness 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 scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto 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.
OD84821/2024-2025 Providing & fixing steel wire weld mesh with M.S. Flat 15x3 mm and nuts & bolts complete with two or more coats of enamel paint of approved shade over a coat of primer.(Priming and painting may be paid separately. Details of cost for a size of 1.40x1.10m. 1.40x1.10 = 1.54 sqm: Wire gauze 1.40 x 1.10 = 1.54 sqm: Add wastage @ 10 % = 0.15 sqm: Total = 1.69 sqm. M.S. Flat 15x3 = 2x(1.40+1.10) = 5.0 metreAdd wastage @ 5% = 0.25 mTotal = 5.25 m5.25 @ 0.35 kg/m = 1.84 kg
OD84855/2024-2025 Supplying and fixing fibre shed mat (fibrer 6060 panel) having size 600x600x70mm on platform Details of cost for 1 meter square including MS flat for support
Appendix E Providing Micro irrigation system for 1300 cents(10+3 Acre)
Appendix F - Digging 150 mm Bore well 3 no
OD84890/2024-2025 Drilling 150 mm dia DTH bore well vertically suitable to accommodate well pipe of 180 mm dia PVC Pipe 6 kg/ cm2 for various depth up to150 m below ground level, having over burden 20 m or more in all classes of soil and rock inclusive of hire charge for machinery and all other accessories and stores putting up temporary sheds, conveying , lowering the casing pipe,jointing with coupling , developing and flushing continuously for 3 hours testing the discharge, , lowering dummy of the proposed Submersible motor pump set in the drilled bore well assuring the free movement of the same , ceiling the casing pipe in the rock with cement grout, providing temporary cap if necessary as per the direction of departmental officers, including cost of fuel ,oil and other stores and all items incidental to the completion of work, including conveyance of casing pipe,coupling and dummy etc. but excluding the cost of casing pipe and specials etc.complete
OD84893/2024-2025 Supplying and fixing 180mm dia PVC pipe 6 kgf/cm2 (casing pipe )
OD84894/2024-2025 Supplying 180mm PVC well cap
OD84898/2024-2025 Water quality test charges
51.18.12.6 Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) <br> External work - 50 mm nominal dia
Appendix G - Maintenance of existing 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
2.26.2 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock
4.3.2 Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
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)
5.22.6Steel 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
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.
unnikrishnan-m (BID ID -2191056)
Abdulnazir K (BID ID -2190466)
VT MOHAMMED (BID ID -2186999)
aboobacker (BID ID -2191003)
Bidder Name
aboobacker
VT MOHAMMED
unnikrishnan-m
manoj.k
Abdulnazir K
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1227265.pdf
boq_comp_chart.xlsx
xlsx
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