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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.9 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | ANURAG S A L2 | MANOHARAN.K L3 | GOODWIN R S L1 | ARUN REEJIN K L4 |
|---|---|---|---|---|---|---|---|
| 1.00Renovation | |||||||
| 1.00 | 22.23.2:Providing and applying integral crystalline slurry of hydrophilic in nature for
waterproofing treatment to the RCC structures like retaining walls of the basement,
water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels
/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts
integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts
integral crystalline slurry : 1 part water) for horizontal surfaces and applying the
same from negative (internal) side with the help of synthetic fiber brush. The material
shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing
permeability of concrete by more than 90% compared with control concrete as per
DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline
slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work
shall be carried out all complete as per specification and the direction of the engineerin-
charge. The product performance shall carry guarantee for 10 years against any
leakage.For horizontal surface one coat @1.10 kg per sqm. | 702 | sqm | 297.08 ₹2,08,550.16 | 280 ₹1,96,560 Lowest | 291.92 ₹2,04,927.84 | 336.25 ₹2,36,047.5 |
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 1.95 | cum | 1,182.03 ₹2,304.96 | 1,200 ₹2,340 | 1,161.54 ₹2,265 Lowest | 1,337.91 ₹2,608.92 |
| 1.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 22.5 | sqm | 281.18 ₹6,326.55 | 290 ₹6,525 | 276.3 ₹6,216.75 Lowest | 318.26 ₹7,160.85 |
| 1.00 | OD89330/2026-2027:providing and fixing pre coated galvanised iron profile sheets (size, shape and pitch of
corrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coated thickness with
zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy
primer on both side. 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 Engineer-in-charge. The
sheet shall be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM seal,
complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins,
rafters and trusses and including cutting to size and shape wherever required.
Material | 195 | sqm | 456.26 ₹88,970.7 | 560 ₹1,09,200 | 448.34 ₹87,426.3 Lowest | 516.42 ₹1,00,701.9 |
| 1.00 | OD89355/2026-2027:Providing ridges or hips-width 60cm overall width plain GS sheet fixed with polymer-coated J
or L hooks, bolts, and nuts 8 mm dia GI limpet and bitumen washers complete.0.35mm thick
with zinc coating. | 28 | metre | 551.87 ₹15,452.36 | 650 ₹18,200 | 542.3 ₹15,184.4 Lowest | 624.65 ₹17,490.2 |
| 1.01 | 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. | 1,900 | kg | 106.77 ₹2,02,863 | 120 ₹2,28,000 | 104.92 ₹1,99,348 Lowest | 120.85 ₹2,29,615 |
| 1.01 | OD89666/2026-2027:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6 mm course aggregate etc. all complete as per the direction of Engineer-in-charge. | 486.75 | sqm | 875.82 ₹4,26,305.39 | 900 ₹4,38,075 | 860.64 ₹4,18,916.52 Lowest | 991.32 ₹4,82,525.01 |
| 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 | 25.6 | cum | 273.55 ₹7,002.88 | 240 ₹6,144 Lowest | 268.8 ₹6,881.28 | 309.62 ₹7,926.27 |
| 1.01 | 4.1.6A: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 manufactured sand derived from Recycled Concrete Aggregate
(RCA) : 6 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)) | 1.28 | cum | 4,825.01 ₹6,176.01 | 5,500 ₹7,040 | 4,741.34 ₹6,068.92 Lowest | 5,461.3 ₹6,990.46 |
Tender Value
₹19.0 L
EMD Value
₹47,617
Closing Date
5 Aug 2026, 4:00 pmClosed
AE
Office of AEE Parassala B P
Pro no 58/2026-Renovation of parassala hospital surroundings
2026_LSGD_861475_1
2/AE/LIDEW/PSLA
Open Tender
Civil Works - Buildings
Item Rate
Parassala B P
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹47,617
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 |
|---|---|---|---|---|---|
| 1Renovation | |||||
| 1.001 | 22.23.2:Providing and applying integral crystalline slurry of hydrophilic in nature for
waterproofing treatment to the RCC structures like retaining walls of the basement,
water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels
/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts
integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts
integral crystalline slurry : 1 part water) for horizontal surfaces and applying the
same from negative (internal) side with the help of synthetic fiber brush. The material
shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing
permeability of concrete by more than 90% compared with control concrete as per
DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline
slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work
shall be carried out all complete as per specification and the direction of the engineerin-
charge. The product performance shall carry guarantee for 10 years against any
leakage.For horizontal surface one coat @1.10 kg per sqm. | - | sqm | - | - |
| 1.002 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | - | cum | - | - |
| 1.003 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 1.004 | OD89330/2026-2027:providing and fixing pre coated galvanised iron profile sheets (size, shape and pitch of
corrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coated thickness with
zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy
primer on both side. 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 Engineer-in-charge. The
sheet shall be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM seal,
complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins,
rafters and trusses and including cutting to size and shape wherever required.
Material | - | sqm | - | - |
| 1.005 | OD89355/2026-2027:Providing ridges or hips-width 60cm overall width plain GS sheet fixed with polymer-coated J
or L hooks, bolts, and nuts 8 mm dia GI limpet and bitumen washers complete.0.35mm thick
with zinc coating. | - | metre | - | - |
| 1.006 | 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 | - | - |
| 1.007 | OD89666/2026-2027:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6 mm course aggregate etc. all complete as per the direction of Engineer-in-charge. | - | sqm | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 4.1.6A: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 manufactured sand derived from Recycled Concrete Aggregate
(RCA) : 6 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)) | - | cum | - | - |
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