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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.8 LAccepted-AOC | ₹15.8 L | L1 | Accepted-AOC lowest |
| 2 | L2₹15.9 L+₹7,236.33 (0.46%)Rejected-AOC | ₹15.9 L+₹7,236.33 (0.46%) | L2 | Rejected-AOC second |
| 3 | Rejected-Technical | - | - | Rejected-Technical L8 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L12 |
| Sl No | Description | Qty | Unit | RAHUL S R L7 | Shajudeen L5 | shiras L8 | JAYADAS R L12 | A SURESH KUMAR L13 | SURESH BABU C L3 | PRADEEP KUMAR P G L4 | SAJIN R L15 | BEENARANI S L6 | ANOOP C L2 | NATURE CONSTRUCTION L14 | SHAJI KUMAR S L1 | VINU R L10 | SINDHU BALAN L9 | THIRUVITHAMCORE LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD L11 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00DSR | ||||||||||||||||||
| 1.00 | 15.57:Dismantling aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 metres lead as directed by Engineer - in-Charge | 70 | sqm | 40 ₹2,800 Lowest | 48 ₹3,360 | 53.16 ₹3,721.2 | 53.68 ₹3,757.6 | 55.47 ₹3,882.9 | 46.33 ₹3,243.1 | 46.52 ₹3,256.4 | 58.47 ₹4,092.9 | 49 ₹3,430 | 46 ₹3,220 | 55 ₹3,850 | 111.3 ₹7,791 | 53.49 ₹3,744.3 | 53.17 ₹3,721.9 | 50 ₹3,500 |
| 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 | 1.53 | cum | 1,000 ₹1,530 | 991 ₹1,516.23 | 1,090.9 ₹1,669.08 | 1,101.55 ₹1,685.37 | 1,138.26 ₹1,741.54 | 950.87 ₹1,454.83 | 954.67 ₹1,460.65 | 1,199.94 ₹1,835.91 | 1,000 ₹1,530 | 931 ₹1,424.43 | 1,200 ₹1,836 | 148.4 ₹227.05 Lowest | 1,097.75 ₹1,679.56 | 1,091.14 ₹1,669.44 | 1,100 ₹1,683 |
| 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 4.27 | cum | 200 ₹854.4 | 244 ₹1,042.37 | 234.72 ₹1,002.72 | 237.02 ₹1,012.55 | 244.92 ₹1,046.3 | 204.59 ₹874.01 | 205.41 ₹877.51 | 258.18 ₹1,102.94 | 216 ₹922.75 | 200 ₹854.4 | 250 ₹1,068 | 195 ₹833.04 Lowest | 236.2 ₹1,009.05 | 234.78 ₹1,002.98 | 240 ₹1,025.28 |
| 1.00 | OD56169/2026-2027:Random rubble masonry with with departmental rubble in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1.07 | cum | 5,000 ₹5,355 | 4,400 ₹4,712.4 | 5,043.29 ₹5,401.36 | 5,092.52 ₹5,454.09 | 5,262.27 ₹5,635.89 | 4,395.97 ₹4,708.08 Lowest | 4,413.51 ₹4,726.87 | 5,547.4 ₹5,941.27 | 4,629 ₹4,957.66 | 4,500 ₹4,819.5 | 5,200 ₹5,569.2 | 6,328 ₹6,777.29 | 5,560.78 ₹5,955.6 | 5,044.42 ₹5,402.57 | 5,100 ₹5,462.1 |
| 1.00 | OD68005/2026-2027:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 0.95 | cum | 6,000 ₹5,706 | 6,000 ₹5,706 | 6,724.79 ₹6,395.28 | 6,790.43 ₹6,457.7 | 7,016.78 ₹6,672.96 | 5,861.64 ₹5,574.42 | 5,885.04 ₹5,596.67 | 7,396.98 ₹7,034.53 | 6,171 ₹5,868.62 | 6,000 ₹5,706 | 7,000 ₹6,657 | 4,842 ₹4,604.74 Lowest | 6,009.23 ₹5,714.78 | 6,726.3 ₹6,396.71 | 7,000 ₹6,657 |
| 1.01 | 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 | 259.6 | kg | 160 ₹41,536 | 140 ₹36,344 | 162.56 ₹42,200.58 | 164.15 ₹42,613.34 | 169.62 ₹44,033.35 | 141.69 ₹36,782.72 | 142.26 ₹36,930.7 | 178.81 ₹46,419.08 | 149 ₹38,680.4 | 135 ₹35,046 Lowest | 175 ₹45,430 | 135 ₹35,046 Lowest | 163.59 ₹42,467.96 | 162.6 ₹42,210.96 | 160 ₹41,536 |
| 1.01 | 50.12.5.1:Providing and fixing false ceiling with e board classic tile or equivalent make of size 610x610x4 mm ceiling of approved quality in aluminium frame work with necessary screws etc complete ( aluminium frame work shall be paid separately) | 71 | sqm | 775 ₹55,025 | 600 ₹42,600 | 714.15 ₹50,704.65 | 721.13 ₹51,200.23 | 745.16 ₹52,906.36 | 622.49 ₹44,196.79 | 624.98 ₹44,373.58 | 785.53 ₹55,772.63 | 656 ₹46,576 | 700 ₹49,700 | 760 ₹53,960 | 148.4 ₹10,536.4 Lowest | 718.63 ₹51,022.73 | 714.31 ₹50,716.01 | 720 ₹51,120 |
| 1.01 | 21.5:Providing and fixing powder coated aluminium work ( minimum thickness of powder coating 50 micron) consisting of tee /angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-Charge ( level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately ). | 52.5 | kg | 750 ₹39,375 | 700 ₹36,750 | 770.74 ₹40,463.85 | 778.27 ₹40,859.18 | 804.21 ₹42,221.03 | 671.81 ₹35,270.03 | 674.5 ₹35,411.25 | 847.78 ₹44,508.45 | 707 ₹37,117.5 | 658 ₹34,545 | 825 ₹43,312.5 | 642 ₹33,705 Lowest | 775.59 ₹40,718.48 | 770.92 ₹40,473.3 | 780 ₹40,950 |
| 1.01 | 21.6:Providing and fixing 6 mm dia. G I level adjusting hangers ( upto 1200 mm length), fixed to roof slabs by means of ceiling cleats made out of G.I flat 40x3 mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer -in-Charge. | 55 | no | 80 ₹4,400 | 73 ₹4,015 | 81.05 ₹4,457.75 | 81.84 ₹4,501.2 | 84.56 ₹4,650.8 | 70.64 ₹3,885.2 | 70.93 ₹3,901.15 | 89.14 ₹4,902.7 | 74 ₹4,070 | 68 ₹3,740 | 80 ₹4,400 | 67 ₹3,685 Lowest | 81.56 ₹4,485.8 | 81.06 ₹4,458.3 | 80 ₹4,400 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
1 Jul 2026, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer,Thiruvananthapuram District Panchayth
Building
2026_LSGD_857024_1
5(1)/AEE/LSGD/TVM/2026-27
Open Tender
Civil Works - Buildings
Item Rate
180 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
1 Sept 2026
24 Jun 2026
3 Jul 2026
24 Jun 2026
1 Jul 2026
24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DSR | |||||
| 1.001 | 15.57:Dismantling aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 metres lead as directed by Engineer - in-Charge | - | sqm | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - |
| 1.004 | OD56169/2026-2027:Random rubble masonry with with departmental rubble in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | - | - |
| 1.005 | OD68005/2026-2027:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 1.006 | 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 | - | kg | - | - |
| 1.007 | 50.12.5.1:Providing and fixing false ceiling with e board classic tile or equivalent make of size 610x610x4 mm ceiling of approved quality in aluminium frame work with necessary screws etc complete ( aluminium frame work shall be paid separately) | - | sqm | - | - |
| 1.008 | 21.5:Providing and fixing powder coated aluminium work ( minimum thickness of powder coating 50 micron) consisting of tee /angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-Charge ( level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately ). | - | kg | - | - |
| 1.009 | 21.6:Providing and fixing 6 mm dia. G I level adjusting hangers ( upto 1200 mm length), fixed to roof slabs by means of ceiling cleats made out of G.I flat 40x3 mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer -in-Charge. | - | no | - | - |
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