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| Sl No | Description | Qty | Unit | R.GIRISH L1 | Akshay R L2 |
|---|---|---|---|---|---|
| 1.00Appendix 1- civil works | |||||
| 1.00 | 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 | 31.5 | cum | 343.17 ₹10,809.86 Lowest | 392 ₹12,348 |
| 1.00 | 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) | 3.9 | cum | 7,567.97 ₹29,515.08 Lowest | 8,682 ₹33,859.8 |
| 1.00 | 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) | 30.72 | cum | 7,959.68 ₹2,44,521.37 Lowest | 9,131 ₹2,80,504.32 |
| 1.00 | OD329869/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement 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 time 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 are not payable or recoverable. All work upto plinth level | 3.43 | cum | 10,388.64 ₹35,653.81 Lowest | 11,918 ₹40,902.58 |
| 1.00 | 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 | 617.76 | kilogram | 107.25 ₹66,254.76 Lowest | 122 ₹75,366.72 |
| 1.01 | 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. | 12.88 | cum | 303.82 ₹3,913.2 Lowest | 347 ₹4,469.36 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 25.68 | sqm | 727.78 ₹18,689.39 Lowest | 834 ₹21,417.12 |
| 1.01 | 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 | 1.97 | cum | 6,944.19 ₹13,666.17 Lowest | 7,984 ₹15,712.51 |
| 1.01 | 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 | 250 | kg | 216.51 ₹54,127.5 Lowest | 247 ₹61,750 |
Tender Value
₹7.4 L
EMD Value
₹18,526
Closing Date
10 Mar 2026, 5:00 pmClosed
Assistant Executive Engineer, PWD Building sub div
Office of the Assistant Executive Engineer, PWD Building sub division, Palakkad
GENERAL-Construction of Transformer shed in civil station compound, Palakkad.-Civil work-General Civil Work
2026_PWD_843586_1
PWD/BLDG/TR/2714/2026_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
120 days
Palakkad
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,635
Yes
₹18,526
Yes
3 Jun 2026
4 Mar 2026
13 Mar 2026
4 Mar 2026
10 Mar 2026
4 Mar 2026
Appendix 1- civil works
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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)
OD329869/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement 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 time 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 are not payable or recoverable. All work upto plinth level
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
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.
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
9.48.1: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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
OD329346/2025-2026:Man mazdoor for site clearance
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
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.
OD339191/2025-2026:Providing and fixing PVC gutter with iron brackets 40x3 mm size, bolts, nuts and washers etc., including making necessary connections provision for attacing rain water pipes etc. complete.
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