Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹94.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹96.7 L+₹2.1 L (2.22%)Rejected-AOC KIZHAKKAMBALAM GP | PATHANAMTHITTA | KERALA | 685533 | L2 | Rejected-AOC L2 | |
| 3 | L3₹99.2 L+₹4.5 L (4.79%)Rejected-AOC KOTTAYAM | KERALA | 686102 | L3 | Rejected-AOC L3 | |
| 4 | L4₹1.0 Cr+₹5.9 L (6.23%)Rejected-AOC 4 416 PENGATTUSSERY EDATHALAP O ALUVA 683112 | ERNAKULAM | KERALA | 683112 | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | AJ CONSTRUCTIONS L4 | SAJAN J VAYALIL L2 | Joy Kalappurayil L1 | K.P Benny L3 |
|---|---|---|---|---|---|---|---|
| 1.00Estimate - School building | |||||||
| 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 | 187.32 | cum | 330.95 ₹61,993.55 | 308.78 ₹57,840.67 | 300 ₹56,196 Lowest | 316 ₹59,193.12 |
| 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) | 54.36 | cum | 7,298.26 ₹3,96,740.71 | 6,809.59 ₹3,70,176.12 | 6,200 ₹3,37,038.2 Lowest | 6,981 ₹3,79,494.14 |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 7.89 | cum | 8,497.08 ₹67,033.46 | 7,928.16 ₹62,545.25 | 7,000 ₹55,223 Lowest | 8,128 ₹64,121.79 |
| 1.00 | OD158865/2024-2025:
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. The cement content as per mix design has to be used at site. Excess cement used as per design mix not payable separately as per Circular No. CE/BL/GL/6541/2015 dated 30/8/2017 of CE buildings PWD. Upto Plinth level | 58.5 | cum | 9,223 ₹5,39,582.39 | 9,356.56 ₹5,47,396.19 | 9,200 ₹5,38,236.8 Lowest | 9,583 ₹5,60,643.83 |
| 1.00 | OD158866/2024-2025:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. The cement content as per mix design has to be used at site. Excess cement used as per design mix not payable separately as per Circular No. CE/BL/GL/6541/2015 dated 30/8/2017 of CE buildings PWD. All work above plinth level up to floor V level | 98.19 | cum | 10,938.8 ₹10,74,113.59 | 10,730 ₹10,53,610.89 Lowest | 11,000 ₹10,80,123 | 11,373 ₹11,16,748.99 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 158.64 | sqm | 355.27 ₹56,360.03 | 331.48 ₹52,585.99 | 320 ₹50,764.8 Lowest | 340 ₹53,937.6 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 443.48 | sqm | 884.34 ₹3,92,182.68 | 825.13 ₹3,65,924.53 Lowest | 850 ₹3,76,953.75 | 846 ₹3,75,179.85 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 334.12 | sqm | 701.84 ₹2,34,495.97 | 654.86 ₹2,18,799.2 Lowest | 700 ₹2,33,881.2 | 671 ₹2,24,191.84 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 299.81 | sqm | 927.87 ₹2,78,182.85 | 865.74 ₹2,59,555.78 | 700 ₹2,09,865.6 Lowest | 887.5 ₹2,66,079.6 |
Tender Value
₹1.1 Cr
EMD Value
₹50,000
Closing Date
11 Feb 2026, 11:30 amClosed
Superintending Engineer
O/o The Superintending Engineer PWD Buildings Central Circle Thrissur
Construction of proposed school building for Govt. H S Pulickamaly Ernakulam
2026_PWD_831986_1
PWD/BLDG/TR/19224/2024_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
540 days
Pulickamaly
Please refer Tender documents.
13 documents required · 13 mandatory
₹6,508
Yes
₹50,000
Yes
13 Mar 2026
31 Jan 2026
13 Feb 2026
31 Jan 2026
11 Feb 2026
31 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Estimate - School building | |||||
| 1.001 | 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 | cum | - | - |
| 1.002 | 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 | cum | - | - |
| 1.003 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.004 | OD158865/2024-2025:
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. The cement content as per mix design has to be used at site. Excess cement used as per design mix not payable separately as per Circular No. CE/BL/GL/6541/2015 dated 30/8/2017 of CE buildings PWD. Upto Plinth level | 1 | cum | - | - |
| 1.005 | OD158866/2024-2025:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. The cement content as per mix design has to be used at site. Excess cement used as per design mix not payable separately as per Circular No. CE/BL/GL/6541/2015 dated 30/8/2017 of CE buildings PWD. All work above plinth level up to floor V level | 0.2 | cum | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.007 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
| 1.008 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.4 | sqm | - | - |
| 1.009 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 0.2 | sqm | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.05 MB
Tendernotice_1.pdf
PDF • 0.06 MB
BOQ_1398332.xls
BOQ • 0.35 MB
pgt.pdf
Tender Documents • 0.34 MB
afdvt.pdf
Tender Documents • 0.03 MB
int.pdf
Tender Documents • 0.09 MB
form.pdf
Tender Documents • 0.45 MB
Epay.pdf
Tender Documents • 0.09 MB
viewsbd.pdf
Tender Documents • 3.11 MB
gst.pdf
Tender Documents • 0.32 MB
ITB.pdf
Additional Documents • 0.09 MB
go.pdf
Additional Documents • 0.20 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .