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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L4 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SIMLA DAVID M L2 | MANOHARAN.K L1 | GOODWIN R S L3 | ARUN REEJIN K L4 |
|---|---|---|---|---|---|---|---|
| 1.00Rennovation of building | |||||||
| 1.00 | OD66198/2026-2027:providing and fixing pre coat galvanised iron profille sheets(size,shape and pitch of corrugation as approved by Engineer-in-charge)0.35mm(+0.05%),total coated thickness with zinc coating 120 grams per sqm as parts is.277,m 240 mpa steel grace,5-7 microns epoxy primer on bothside.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 E ngineer-in-charges .The sheet shall be fixed using self drilling/ self tapping srews of size(5.5*55mm) with EDPM seal,complete upto any pitch in horizontal/vertical or curved surfaces,excluding the cost purlins,rafters and trusses and including cutting to size and shape wherever required | 48.6 | sqm | 450 ₹21,870 Lowest | 560 ₹27,216 | 497.41 ₹24,174.13 | 516.42 ₹25,098.01 |
| 1.00 | 10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 80 | kg | 106.21 ₹8,496.8 Lowest | 120 ₹9,600 | 116.4 ₹9,312 | 120.85 ₹9,668 |
| 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 | 6.75 | cum | 194.88 ₹1,315.44 | 160 ₹1,080 Lowest | 213.58 ₹1,441.67 | 221.74 ₹1,496.75 |
| 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) | 1.35 | cum | 6,000.79 ₹8,101.07 Lowest | 7,400 ₹9,990 | 6,576.54 ₹8,878.33 | 6,827.93 ₹9,217.71 |
| 1.00 | 17.10.2.3: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 board470x420 mm bowl depth 178 mm | 4 | each | 3,160 ₹12,640 | 2,600 ₹10,400 Lowest | 3,052.76 ₹12,211.04 | 3,169.45 ₹12,677.8 |
| 1.01 | 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 | 1.99 | cum | 272.12 ₹541.52 | 160 ₹318.4 Lowest | 298.22 ₹593.46 | 309.62 ₹616.14 |
| 1.01 | OD86365/2026-2027:Supplying and conveying handling and lowering RCc ring in dia 1.2 m and 30 cm height including all charge | 6 | each | 1,000.72 ₹6,004.32 | 950 ₹5,700 Lowest | 1,096.73 ₹6,580.38 | 1,138.65 ₹6,831.9 |
| 1.01 | 4.1.13:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2½:4:11 (1 ordinary portland cement : 2½ fly ash : 4 coarse sand(zone-III) derived
from natural sources : 11 graded stone aggregate 40 mm nominal size derived
from natural sources) | 2.25 | cum | 5,500 ₹12,375 Lowest | 6,500 ₹14,625 | 6,042.79 ₹13,596.28 | 6,273.77 ₹14,115.98 |
| 1.01 | 4.1.2: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) | 0.54 | cum | 7,383.52 ₹3,987.1 Lowest | 8,000 ₹4,320 | 8,091.94 ₹4,369.65 | 8,401.25 ₹4,536.68 |
Tender Value
₹8.5 L
EMD Value
₹21,183
Closing Date
5 Aug 2026, 4:00 pmClosed
AE
Office of AEE Parassala B P
Pro no 51/2026-Renovation of vetinary polyclinic-buildings II reach
2026_LSGD_861475_3
2/AE/LIDEW/PSLA
Open Tender
Civil Works - Buildings
Item Rate
Parassala B P
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,870
Yes
₹21,183
Yes
7 Oct 2026
21 Jul 2026
7 Aug 2026
21 Jul 2026
5 Aug 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Rennovation of building | |||||
| 1.001 | OD66198/2026-2027:providing and fixing pre coat galvanised iron profille sheets(size,shape and pitch of corrugation as approved by Engineer-in-charge)0.35mm(+0.05%),total coated thickness with zinc coating 120 grams per sqm as parts is.277,m 240 mpa steel grace,5-7 microns epoxy primer on bothside.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 E ngineer-in-charges .The sheet shall be fixed using self drilling/ self tapping srews of size(5.5*55mm) with EDPM seal,complete upto any pitch in horizontal/vertical or curved surfaces,excluding the cost purlins,rafters and trusses and including cutting to size and shape wherever required | - | sqm | - | - |
| 1.002 | 10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | - | kg | - | - |
| 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 | 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) | - | cum | - | - |
| 1.005 | 17.10.2.3: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 board470x420 mm bowl depth 178 mm | - | each | - | - |
| 1.006 | 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 | - | cum | - | - |
| 1.007 | OD86365/2026-2027:Supplying and conveying handling and lowering RCc ring in dia 1.2 m and 30 cm height including all charge | - | each | - | - |
| 1.008 | 4.1.13:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2½:4:11 (1 ordinary portland cement : 2½ fly ash : 4 coarse sand(zone-III) derived
from natural sources : 11 graded stone aggregate 40 mm nominal size derived
from natural sources) | - | cum | - | - |
| 1.009 | 4.1.2: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) | - | cum | - | - |
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