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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-AOC | ₹3.1 L | L1 | Accepted-AOC L1 ACCEPTED |
| 2 | Rejected-Technical | - | - | Rejected-Technical L1 ACCEPTED |
| Sl No | Description | Qty | Unit | Sasidharan Nair K K L2 | PHILIP S L1 |
|---|---|---|---|---|---|
| 1.00COMPOUND WALL CONSTRUCTION AT VARIOUS ANGANWADIES | |||||
| 1.00 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 5.34 | cum | 1,110 ₹5,925.18 | 1,085.38 ₹5,793.76 |
| 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 | 4.02 | cum | 333 ₹1,338.66 | 326.08 ₹1,310.84 |
| 1.00 | OD478987/2025-2026:DR- with departmental stone - Dry rubble masonry- dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels labour charges etc complete as per direction of departmental officers at site. | 3.02 | cum | 1,591 ₹4,796.87 | 1,555.45 ₹4,689.68 |
| 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) | 0.91 | cum | 7,360 ₹6,682.88 | 7,191.16 ₹6,529.57 |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.64 | cum | 7,952 ₹44,833.38 | 7,767.92 ₹43,795.53 |
| 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 derived from natural sources) | 5.89 | cum | 9,245 ₹54,416.07 | 9,032.3 ₹53,164.12 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 59.04 | sqm | 358 ₹21,136.32 | 350.05 ₹20,666.95 |
| 1.01 | 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 | 504 | kilogram | 103 ₹51,912 | 101.92 ₹51,367.68 |
| 1.01 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 7.19 | cum | 6,339 ₹45,602.77 | 6,192.43 ₹44,548.34 |
Tender Value
₹3.4 L
EMD Value
₹8,464
Closing Date
6 Mar 2026, 2:00 pmClosed
BIJIMOL P P
Office of the Assistant Engineer LID and EW Section Mulakkulam Grama Panchayat
Annual Plan-MLKM GP PROJ NO.154/26-COMPOUND WALL CONSTRUCTION AT VARIOUS ANGANWADIES-General Civil Work
2026_LSGD_841428_3
8/AE/LSGD/MLKM/25-26
Open Tender
Civil Works - Others
180 days
MULAKULAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,464
Yes
30 May 2026
27 Feb 2026
7 Mar 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
COMPOUND WALL CONSTRUCTION AT VARIOUS ANGANWADIES
15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar
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
OD478987/2025-2026:DR- with departmental stone - Dry rubble masonry- dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels labour charges etc complete as per direction of departmental officers at site.
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)
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
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 derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth 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)
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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
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
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
13.111.2:Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (One or more coat applied @ 0.90 ltr/10 sqm).
OD479949/2025-2026:LABOUR ENGAED
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