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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.5 L+₹7,377.64 (3.09%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Wilson E J L2 | RENNY MON L1 |
|---|---|---|---|---|---|
| 1.00ANGANWADI MAINTENANCE | |||||
| 1.00 | 15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar | 7.4 | cum | 562.96 ₹4,165.9 | 546.12 ₹4,041.29 Lowest |
| 1.00 | 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 | 5.56 | cum | 203.5 ₹1,131.87 | 197.41 ₹1,097.99 Lowest |
| 1.00 | OD292833/2024-2025:Laterite masonry in CM 1:6 using neatly dressed laterite stone
of size 35x20x20 cm for foundation and basement including all cost of materials
labour charges etc complete for foundation and basement | 12.06 | cum | 5,123.26 ₹61,786.52 | 4,969.93 ₹59,937.36 Lowest |
| 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 | 0.75 | cum | 8,638.57 ₹6,478.93 | 8,380.04 ₹6,285.03 Lowest |
| 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 | 48.75 | kilogram | 93.46 ₹4,556.18 | 90.67 ₹4,420.16 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 130 | sqm | 298.66 ₹38,825.8 | 289.72 ₹37,663.6 Lowest |
| 1.01 | 13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) | 130 | sqm | 102.09 ₹13,271.7 | 99.03 ₹12,873.9 Lowest |
| 1.01 | 4.1.4: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 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) | 0.16 | cum | 7,476.74 ₹1,211.23 | 7,252.98 ₹1,174.98 Lowest |
| 1.01 | OD292730/2024-2025:Steel work for purlin /single section with MS tubular( round ,square, or rectangular hollow
tubes etc..) including cutting , hoisting , fixing in position , and applying a primer coat of
approved steel primer , including welded bolted with special shaped washers etc .. completely
.
DETAILS OF COST FOR COST FOR 37.90KG (10.5M) | 143.54 | kg | 129.65 ₹18,609.96 | 125.77 ₹18,053.03 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,359
Closing Date
10 Jan 2025, 5:00 pmClosed
SIKHIL M H
O/o Assistant Engineer LID EW Section East Eleri Grama Panchayath
Annual Plan-EAST ELERI GP .2024- 25.PROJECT No.378/24.MALAMAKADAVU ANGANWADI MAINTANANCE WORKS ROOFING AND COMPOUND WALL CONSTRUCTION-General Civil Work
2025_LSGD_722261_8
08/2024/AE/LIDEW/EEGP
Open Tender
Civil Works - Buildings
Item Rate
180 days
EAST ELERI GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹565
Yes
₹6,359
Yes
8 Oct 2025
3 Jan 2025
13 Jan 2025
3 Jan 2025
10 Jan 2025
3 Jan 2025
Amount
ANGANWADI MAINTENANCE
15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar
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
OD292833/2024-2025:Laterite masonry in CM 1:6 using neatly dressed laterite stone of size 35x20x20 cm for foundation and basement including all cost of materials labour charges etc complete for foundation and basement
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
4.1.4: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 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
OD292730/2024-2025:Steel work for purlin /single section with MS tubular( round ,square, or rectangular hollow tubes etc..) including cutting , hoisting , fixing in position , and applying a primer coat of approved steel primer , including welded bolted with special shaped washers etc .. completely . DETAILS OF COST FOR COST FOR 37.90KG (10.5M)
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.
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
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
17.10.2.2:Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required: Kitchen sink without drain board610x460 mm bowl depth 200 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.
14.5.1:Renewing glass panes, with putty and nails wherever necessary including racking out the old putty :Float glass panes of thickness 4 mm
OD301188/2024-2025:Providing and fixing 150mm half cut PVC split pipe over flat iron brackets 20x5mm size
9.120.1:Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and sized of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of whicj 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5mm thick, 95 mm wide PVC sheet out of which75 mm shall be tapered in 45 degree on th inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mmx2) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded /sealed to the styles & rails with 7 mm (5 mm + 2 mm ) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer -in-charge, manufacture's specification & drawing.30 mm thick plain PVC door shutters
13.71:Lettering with black Japan pint of approved brand and manufacture
Wilson E J (BID ID -2056773)
Bidder Name
RENNY MON
Wilson E J
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