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Tender Value
₹21,138
EMD Value
₹21,138
Closing Date
29 Aug 2026, 6:00 pmDue tomorrow
Asst Engineer
Asst Engineer KoodaliGP
Proj No 319 C H U N D O L A D S B U I L D I N G CONSTRUCTION
2026_LSGD_865478_12
TN-01/AE/LSGD/KDLY/2026-2027
Open Tender
Civil Works - Roads
Item Rate
270 days
Koodali
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,865
Yes
₹21,138
Yes
19 Aug 2026
19 Aug 2026
31 Aug 2026
19 Aug 2026
29 Aug 2026
19 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ADS Building Construction | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.003 | 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 | 1 | cum | - | - |
| 1.004 | 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 | 0.2 | kilogram | - | - |
| 1.005 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.006 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | cum | - | - |
| 1.007 | 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 | - | kg | - | - |
| 1.008 | 9.147A.3:Providing and fixing factory made uPVC white colour casement/casement cum
fixed glazed windows comprising of uPVC multi-chambered frame, sash and
mullion (where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2
mm thick galvanized mild steel section made from roll forming process of required
length (shape & size according to uPVC profile), uPVC extruded glazing beads of
appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction
hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8
mm size for fixing frame to finished wall, plastic packers, plastic caps and
necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut
and fusion welded at all corners, mullion (if required) shall be also fusion welded
including drilling of holes for fixing hardware's and drainage of water etc. After
fixing frame the gap between frame and adjacent finished wall shall be filled with
weather proof silicon sealant over backer rod of required size and of approved
quality, all complete as per approved drawing & direction of Engineer-in-Charge.
(Single / double glass panes and silicon sealant shall be paid separately)
Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance
in dimension i.e. in depth & width of profile shall be acceptable.Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. ( Area of window upto 2.50 sqm). | - | sqm | - | - |
| 1.009 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 0.8 | sqm | - | - |
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