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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-Finance CHERUPILLY HOUSE CHERANALLOOR | CHERANALLOOR | KERALA | ₹3.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹3.1 LAccepted-Finance | ₹3.1 L | L2 | Accepted-Finance L2 |
| 3 | L3₹3.1 LRejected-Finance | ₹3.1 L | L3 | Rejected-Finance L3 |
| 4 | L4₹3.3 LRejected-Finance | ₹3.3 L | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | NABIL C S L1 | SIJIMATHAI K L4 | ANTONY C D L3 | REJIV K X L2 |
|---|---|---|---|---|---|---|---|
| 1.00COMPOUND WALL | |||||||
| 1.00 | 15.7.4: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 cement mortar | 9.34 | cum | 1,928 ₹18,003.66 | 2,129 ₹19,880.60 | 1,979 ₹18,479.90 | 1,959.45 ₹18,297.34 |
| 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 | 6.5 | cum | 325 ₹2,111.20 | 359 ₹2,332.06 | 333 ₹2,163.17 | 330.94 ₹2,149.79 |
| 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) | 1.86 | cum | 7,157 ₹13,283.39 | 7,932 ₹14,721.79 | 7,376 ₹13,689.86 | 7,298.26 ₹13,545.57 |
| 1.00 | 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) | 5.57 | cum | 9,026 ₹50,256.77 | 9,963 ₹55,473.98 | 9,265 ₹51,587.52 | 9,166.82 ₹51,040.85 |
| 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 | 37.12 | sqm | 349 ₹12,954.88 | 386 ₹14,328.32 | 358 ₹13,288.96 | 355.27 ₹13,187.62 |
| 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 | 389.76 | kilogram | 100 ₹38,976 | 100 ₹38,976 | 104 ₹40,535.04 | 103.43 ₹40,312.88 |
| 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 | 11.82 | cum | 6,987 ₹82,621.28 | 7,713 ₹91,206.23 | 7,173 ₹84,820.73 | 7,096.48 ₹83,915.88 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 154.41 | sqm | 334 ₹51,572.94 | 369 ₹56,977.29 | 343 ₹52,962.63 | 340.18 ₹52,527.19 |
| 1.01 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 154.41 | sqm | 87.5 ₹13,510.88 | 80 ₹12,352.80 | 74 ₹11,426.34 | 74.38 ₹11,485.02 |
Tender Value
₹3.4 L
EMD Value
₹8,452
Closing Date
3 Mar 2026, 6:00 pmClosed
Indushree I B
Assistant Engineer LID AND EW Section Varapuzha Grama Panchayat
237/26 CONSTRUCTION OF COMPOUND WALL FOR CHIRAKKAKAM GOVERNMENT U P SCHOOL
2026_LSGD_840121_1
LSGD/CELSGD/FL/13272/2026
Open Tender
Civil Works - Buildings
270 days
Varapuzha GP
Please refer tender document
7 documents required · 7 mandatory
₹745
Yes
₹8,452
Yes
12 May 2026
24 Feb 2026
5 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
24 Feb 2026 - 3 Mar 2026
COMPOUND WALL
15.7.4: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 cement 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
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)
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
50.6.2.2: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)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
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
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