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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAccepted-AOC | L1 | Accepted-AOC tender accepted | |
| 2 | Rejected-Technical | - | Rejected-Technical documents not valid | |
| 3 | Rejected-Technical | - | Rejected-Technical documents not valid |
| Sl No | Description | Qty | Unit | ANSAR. A L1 | MUHAMMED SHAREEF L2 | MUHAMMED NISHAD V V L3 |
|---|---|---|---|---|---|---|
| 1.00Construction Buildings | ||||||
| 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 | 11.9 | cum | 324.82 ₹3,866.01 Lowest | 325.54 ₹3,874.58 | 359.72 ₹4,281.39 |
| 1.00 | OD544572/2024-2025:60.7.1 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 | 8.57 | cum | 3,606.09 ₹30,911.4 Lowest | 3,614.08 ₹30,979.89 | 3,950 ₹33,859.4 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 22.67 | sqm | 348.97 ₹7,911.5 Lowest | 349.74 ₹7,928.96 | 380 ₹8,614.98 |
| 1.00 | 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 | 0.68 | cum | 9,471.35 ₹6,440.52 Lowest | 9,492.33 ₹6,454.78 | 10,450 ₹7,106 |
| 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 | 44.21 | kilogram | 101.97 ₹4,507.89 Lowest | 102.2 ₹4,518.06 | 112 ₹4,951.3 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 10.08 | sqm | 910.72 ₹9,180.06 Lowest | 912.73 ₹9,200.32 | 1,008.55 ₹10,166.18 |
| 1.01 | 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) | 0.74 | cum | 8,997.42 ₹6,622.1 Lowest | 9,017.35 ₹6,636.77 | 9,963.93 ₹7,333.45 |
| 1.01 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 1.59 | cum | 6,965.32 ₹11,074.86 Lowest | 6,980.75 ₹11,099.39 | 7,713.54 ₹12,264.53 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 755.31 | sqm | 333.89 ₹2,52,191.79 | 334.63 ₹2,52,750.72 | 290 ₹2,19,041.06 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,780
Closing Date
1 Jul 2025, 3:00 pmClosed
Assistant Engineer
LID and EW MKD subdivision
MANNARKKAD BLOCK PANCHAYATH 2024-2025, CHANGALEERI SUB CENTER CONSTRUCTION SECOND PHASE MULTI YEAR-PRO NO-216/24-25, KUMARAMPUTHUR GRAMA PANCHAATHCONSTRUCTION-KUMARAMPUTHUR GP
2025_LSGD_771166_1
25/AE/LIDEW/MKDBP/25-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
kumaramputhur
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹31,780
17 Sept 2025
24 Jun 2025
3 Jul 2025
24 Jun 2025
1 Jul 2025
24 Jun 2025
Amount
Construction Buildings
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
OD544572/2024-2025:60.7.1 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
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
5.22.6: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
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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)
50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm 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)
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 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 : 8 graded stone aggregate 40 nominal size)
9.121:Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminated shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame.
9.122.1:Providing and fixing to existing door frames.30 mm thick Glas Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS : 14856, including fixing to frames.
OD79719/2025-2026:Providing and fixing Pressed Steel Door frames of profile A/B/C/E of size 90 x 60mm/105 x 60mm/125 x 60mm/165 x 60 mm onforming to IS: 4351 manufactured from prime qualitybright TATA GALVANO Steel sheets of 18SWG (1.25mm) thickness including Hinges jamb, lock jamb, head and if required base tie and then mitred the corners,welded to the size as per specifications and fitted or welded with adjustable legs with split end tail to each jamb including steel butt hinges 125 mm and provided with mortar guards, shock absorbers and lock strike plate as specification and pretreated,phosphated and then applied with suitable primer EST No. :LSGD/CELSGD/EST/88248/2022_5_1_1 (Edit Id : 5) (Dsor year : 2018,Cost Index (Place : Palakkad,Value : 134.75),GST : 18% Printed On 2024-01-12 11:34:59.373 5 Sl No Specification Quantity Rate Amount with Pressed Steel Door Shutter made out of 20 SWG prime quality TATA's GALVANO steel sheets pressed to profiles of 75 x 30mm for shutter outer frame and louvered and stiffened sheet for inner panel assembled together by welding/riveting and then pretreated,phosphated and finally applied zinchromate metal primer including fixing all hardware fittings such as Aldrops,Tower bolts,Hinges, and Handles etc all made out of stainless steel as per the schedule of hardware fittings also including all cost of conveyance charges fixing charge at the site etc complete.
OD79720/2025-2026:Providing and fixing pressed steel glazed type type window and ventilator made out of 18G(1.25mm) thick prime quality TATA's GALVANO steel sheet using profile 82 x 60 mm for window frames and 50 x 20mm for window shutters welded assembled with 75 mm stainless steel butt hinges, adjustable hold fasts,mrtar guards,stainless Hooks ,Eyes and stay hooks etc., and if required welded or assembled with M S Grill of dia 12 mm rod @ 100 mm C/C horizontally with 25 x 5 flat 2 Nos vertically per panel or as specified and inclusive of labour charges for fixing all window fittings like Tower bolts, handles, aluminium beadings etc.,Ventilators provided louvers only (ventilator shutters provided separately) make rebate for fixing the glass panel and (including 5 mm/5.5 mm thick glass ) , aluminium beadings etc and applied with suitable primer also including all cost of conveyance charges fixing
10.6.2:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.20 mm M.S. laths with 1.20 mm thick top cover
11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.
11.36:Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
MUHAMMED SHAREEF (BID ID -2237238)
MUHAMMED NISHAD V V (BID ID -2237095)
Bidder Name
ANSAR. A
MUHAMMED NISHAD V V
MUHAMMED SHAREEF
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