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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-Finance | ₹8.5 L | L1 | Accepted-Finance correct document uploaded |
| 2 | L2₹8.7 L+₹24,596 (2.91%)Accepted-Finance | ₹8.7 L+₹24,596 (2.91%) | L2 | Accepted-Finance correct document uploaded |
| 3 | L3₹9.2 L+₹77,260 (9.14%)Accepted-Finance | ₹9.2 L+₹77,260 (9.14%) | L3 | Accepted-Finance correct document uploaded |
| 4 | L4₹9.7 L+₹1.2 L (14.7%)Accepted-Finance | ₹9.7 L+₹1.2 L (14.7%) | L4 | Accepted-Finance correct document uploaded |
| 5 | L5₹9.8 L+₹1.3 L (15.7%)Accepted-Finance | ₹9.8 L+₹1.3 L (15.7%) | L5 | Accepted-Finance correct document uploaded |
| Sl No | Description | Qty | Unit | ABDUL MUJEEB P L2 | MOHAMMED NAVAB SHAH C G L5 | MOHAMMED ALI AKBER P L3 | Mohammed Basheer Ahamed CH L1 | shanid L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 2.28.1 All kinds of soil | 90.3 | Sqm | 100 ₹9,030 | 10 ₹903 Lowest | 100 ₹9,030 | 30 ₹2,709 | 100 ₹9,030 |
| 2.00 | 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 getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in charge. 2.6.1 All kinds of soil | 35.2 | Cum | 600 ₹21,120 | 500 ₹17,600 Lowest | 500 ₹17,600 Lowest | 600 ₹21,120 | 800 ₹28,160 |
| 3.00 | 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) | 4.4 | Cum | 15,000 ₹66,000 | 20,000 ₹88,000 | 27,000 ₹1,18,800 | 12,000 ₹52,800 Lowest | 18,000 ₹79,200 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 21.1 | Cum | 18,000 ₹3,79,800 | 23,000 ₹4,85,300 | 26,000 ₹5,48,600 | 15,000 ₹3,16,500 Lowest | 19,000 ₹4,00,900 |
| 5.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more | 1,899 | Kg | 100 ₹1,89,900 | 105 ₹1,99,395 | 66 ₹1,25,334 Lowest | 145 ₹2,75,355 | 160 ₹3,03,840 |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns | 148 | Sqm | 800 ₹1,18,400 | 800 ₹1,18,400 | 200 ₹29,600 Lowest | 800 ₹1,18,400 | 350 ₹51,800 |
| 7.00 | 6 mm cement plaster of mix : 13.16.1 1:3 (1 cement : 3 fine sand) | 89.2 | Sqm | 800 ₹71,360 | 500 ₹44,600 | 700 ₹62,440 | 450 ₹40,140 Lowest | 600 ₹53,520 |
| 8.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 13.3 | Cum | 100 ₹1,330 Lowest | 500 ₹6,650 | 200 ₹2,660 | 400 ₹5,320 | 2,300 ₹30,590 |
| 9.00 | Finishing walls with textured exterior paint of required shade : 13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | 89.2 | Sqm | 150 ₹13,380 | 200 ₹17,840 | 100 ₹8,920 Lowest | 150 ₹13,380 | 150 ₹13,380 |
Tender Value
Refer Docs
EMD Value
₹21,762
Closing Date
31 Mar 2026, 5:00 pmClosed
AE.MOHAMMED NASEEM
LPWD DIVISION AMINI
Construction of Protection wall of Helipad at Chetlat SH Construction of Retaining wall
2026_UTL_3290_1
28/EE/LPWD/AMN/2025
Open Tender
Civil Works
Item Rate
60 days
Chetlat
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹21,762
3 Apr 2026
25 Mar 2026
1 Apr 2026
25 Mar 2026
31 Mar 2026
25 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 2.28.1 All kinds of soil | |||||
| 2Earth 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 getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in charge. 2.6.1 All kinds of soil | |||||
| 3Providing 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) | |||||
| 4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | |||||
| 5Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more | |||||
| 6Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns | |||||
| 76 mm cement plaster of mix : 13.16.1 1:3 (1 cement : 3 fine sand) | |||||
| 8Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | |||||
| 9Finishing walls with textured exterior paint of required shade : 13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | |||||
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