Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.5 LAccepted-Finance KERALA KL | KOTTAYAM | KERALA | 686001 | ₹42.5 L | L1 | Accepted-Finance L1 |
| 2 | L2₹44.6 L+₹2.1 L (4.90%)Rejected-Finance | ₹44.6 L+₹2.1 L (4.90%) | L2 | Rejected-Finance L2 |
| 3 | L3₹45.2 L+₹2.7 L (6.35%)Rejected-Finance ASSISTANT ENGINEER LSGD POOR GRAMA PANCHAYAT KIZHKKOMBEL KOORACHUNDU P O 686634 | KOTTAYAM | KERALA | 686634 | ₹45.2 L+₹2.7 L (6.35%) | L3 | Rejected-Finance L3 |
| 4 | L4₹46.0 L+₹3.5 L (8.22%)Rejected-Finance | ₹46.0 L+₹3.5 L (8.22%) | L4 | Rejected-Finance L4 |
| 5 | L5₹46.5 L+₹4.0 L (9.41%)Rejected-Finance KURUMOLATHU MAZHUVANNOOR MAZHUVANNOOR GRAMA PANCHAYAT | KOTTAYAM | KERALA | 686001 | ₹46.5 L+₹4.0 L (9.41%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | ELDHO ALIAS L5 | P H Zakeer L1 | ELDHOSE PHILIP L3 | BIJUMON P A L2 | K M ASSI L6 | SREERAM K NANDAN L7 | Muhammed kunju MA L4 | Eldhose Paul L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00App A (Construction of new 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 | 209.32 | cum | 320 ₹66,984 | 350 ₹73,263.75 | 310 ₹64,890.75 | 310 ₹64,890.75 | 300 ₹62,797.5 Lowest | 300 ₹62,797.5 Lowest | 300 ₹62,797.5 Lowest | 323.85 ₹67,789.9 |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 51.03 | cum | 110 ₹5,613.3 | 107 ₹5,460.21 | 110 ₹5,613.3 | 112 ₹5,715.36 | 300 ₹15,309 | 130 ₹6,633.9 | 100 ₹5,103 Lowest | 117.95 ₹6,018.99 |
| 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) | 27.55 | cum | 6,500 ₹1,79,075 | 6,900 ₹1,90,095 | 6,850 ₹1,88,717.5 | 6,800 ₹1,87,340 | 600 ₹16,530 Lowest | 5,800 ₹1,59,790 | 7,100 ₹1,95,605 | 7,141.98 ₹1,96,761.55 |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 200.6 | cum | 250 ₹50,149.25 Lowest | 295 ₹59,176.12 | 260 ₹52,155.22 | 275 ₹55,164.18 | 250 ₹50,149.25 Lowest | 300 ₹60,179.1 | 300 ₹60,179.1 | 286.71 ₹57,513.17 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 136.64 | sqm | 320 ₹43,724.8 | 300 ₹40,992 Lowest | 350 ₹47,824 | 330 ₹45,091.2 | 700 ₹95,648 | 320 ₹43,724.8 | 310 ₹42,358.4 | 347.65 ₹47,502.9 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 134.26 | sqm | 850 ₹1,14,121 | 800 ₹1,07,408 | 920 ₹1,23,519.2 | 800 ₹1,07,408 | 700 ₹93,982 Lowest | 800 ₹1,07,408 | 770 ₹1,03,380.2 | 907.99 ₹1,21,906.74 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 190.04 | sqm | 650 ₹1,23,525.35 | 600 ₹1,14,023.4 | 680 ₹1,29,226.52 | 650 ₹1,23,525.35 | 700 ₹1,33,027.3 | 550 ₹1,04,521.45 Lowest | 600 ₹1,14,023.4 | 686.82 ₹1,30,522.59 |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 56.24 | metre | 190 ₹10,685.6 | 170 ₹9,560.8 | 200 ₹11,248 | 190 ₹10,685.6 | 400 ₹22,496 | 220 ₹12,372.8 | 150 ₹8,436 Lowest | 205.38 ₹11,550.57 |
| 1.01 | 4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 20 mm nominal size derived from natural sources) | 2.46 | cum | 9,500 ₹23,341.5 | 8,900 ₹21,867.3 | 10,000 ₹24,570 | 9,000 ₹22,113 | 8,000 ₹19,656 Lowest | 11,000 ₹27,027 | 10,000 ₹24,570 | 9,984.13 ₹24,531.01 |
Tender Value
₹53.4 L
EMD Value
₹50,000
Closing Date
7 Jul 2026, 2:00 pmClosed
Executive Engineer,PWD Buildings Division
Executive Engineer,PWD Buildings Division
Construction of LPGS south Mazhuvannoor in Mazhuvannoor Gramapanchayat under Kunnathunad LAC.
2026_PWD_857531_1
PWD/BLDG/TR/17997/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
270 days
MAZHUVANOOR, PERUMBAVOOR
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
11 Aug 2026
24 Jun 2026
9 Jul 2026
24 Jun 2026
7 Jul 2026
24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1App A (Construction of new 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 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 0.8 | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
| 1.007 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.6 | sqm | - | - |
| 1.008 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | - | metre | - | - |
| 1.009 | 4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.05 MB
BOQ_1449577.xls
BOQ • 0.33 MB
viewsbd.pdf
Tender Documents • 1.64 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 .