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Tender ID
Tender Value
₹5.5 L
EMD Value
₹13,767
Closing Date
19 Mar 2026, 3:00 pmClosed
AE Chembilode Grama panchayath
AE Chembilode Grama panchayath
Annual Plan-Chembilode GP.P.No. /2023-24-Annual Plan-Chembilode GP.P.No. 272/2025-26-Digging of an open well at Muthukutty Sub center-General Civil Work (tender)
2026_LSGD_846079_1
AE/LIDEW/CHD/TN-5(6)/25-26
Open Tender
Civil Works - Roads
Item Wise
180 days
AE, Annual Plan-Chembilode Grama Panchayath
please refer tender document
8 documents required · 8 mandatory
₹1,215
Yes
₹13,767
Yes
11 Mar 2026
11 Mar 2026
21 Mar 2026
11 Mar 2026
19 Mar 2026
11 Mar 2026
Welll Digging
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
OD508291/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator/manual means) over arreas (exceeding 30 cm in depth, 1.5m in width as well as 10sqm on plan lift 1.5m to 3.0m
OD508285/2025-2026:Earth work in excavation by mechanical means (hydraulic excavator/manual means) over areas exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan lift 3.m to 4.5m
OD508290/2025-2026:Earth work in excavation by mechanical means (hydraulic excavator/manual means) over areas exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan lift 4.5m to 6.0 m
OD508292/2025-2026:Earth work in excavation by mechanical means (hydraulic excavator/manual means) over areas exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan lift 6.0 m to 7.50 m
OD508287/2025-2026:Earth work in excavation by mechanical means (hydraulic excavator/manual means) over areas exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan lift 7.50 m to 9.0 m
OD508289/2025-2026:Earth work in excavation by mechanical means (hydraulic excavator/manual means) over areas exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan lift 9.0 .m to 10.50m
OD508288/2025-2026:Earth work in excavation by mechanical means (hydraulic excavator/manual means) over areas exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan lift 10.50 .m to 12.0m
OD508297/2025-2026:Earth work in excavation by mechanical means (hydraulic excavator/manual means) over areas exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan lift 12.0m .m to 13.5
OD508296/2025-2026:Earth work in excavation by mechanical means (hydraulic excavator/manual means) over areas exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan lift 13.5 m to 15m
OD508295/2025-2026:Earth work in excavation by mechanical means (hydraulic excavator/manual means) over areas exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan lift 15.0m .m to 16.50m
OD508286/2025-2026:Laterite masonry with neatly dressed stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for well lining including cost and conveyance of all materials and all labour charges etc complete (MOD 50.6.7.1 of DAR with additional labour for dressing and lifting)
OD508294/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc complete
OD508293/2025-2026:Laterite dry stone masonry with neatly dressed stone of size 35x20x20 cm or nearest size for well lining including cost and conveyance of all materials and all labour charges etc complete.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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)
9.48.1: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 steel windows by welding
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
50.2.3.1: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
13.43.1: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
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 derived from natural sources)
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
23.5:Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer -in- charges
23.7:Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge.
50.18.7.4.2: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 32 mm dia 6 Kgf/cm2 - internal work- Exposed on wall
50.18.8.6.2: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. Concealed work, including cutting chases and making good the wall etc. 50 mm pipe 6 kgf/cm2
50.18.8.7.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work including cutting chases and making good the wall etc. 63 mm pipe 6 Kgf/cm2
8.2.2.2:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm
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