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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC | L1 | Accepted-AOC L1 Accepted | |
| 2 | L2₹8.0 L+₹39,959.36 (5.26%)Rejected-AOC | L2 | Rejected-AOC L2 Rejected | |
| 3 | L3₹8.0 L+₹41,417.54 (5.45%)Rejected-AOC | L3 | Rejected-AOC L3 Rejected | |
| 4 | L4₹8.7 L+₹1.1 L (14.2%)Rejected-AOC | L4 | Rejected-AOC L4 Rejected |
| Sl No | Description | Qty | Unit | salam aboobacker L2 | TPSAINUDHEEN L4 | Sainudheen P K L3 | PILLARRA VENTURES PVT LTD L1 |
|---|---|---|---|---|---|---|---|
| 1.00General work | |||||||
| 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 | 18.13 | cum | 357.56 ₹6,482.56 | 388.02 ₹7,034.8 | 350 ₹6,345.5 | 300 ₹5,439 Lowest |
| 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) | 1.36 | cum | 7,885.29 ₹10,747.65 | 8,557.12 ₹11,663.35 | 7,930 ₹10,808.59 | 6,800 ₹9,268.4 Lowest |
| 1.00 | OD324127/2025-2026:Dry Rubble masonry with hard stone in foundation and plinth including cost of bonding stone etc. | 11.1 | cum | 3,953.44 ₹43,883.18 | 4,290.27 ₹47,622 | 3,975 ₹44,122.5 | 3,400 ₹37,740 Lowest |
| 1.00 | 7.1.1: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) | 6.32 | cum | 8,293.43 ₹52,397.89 | 9,000.03 ₹56,862.19 | 8,340 ₹52,692.12 | 5,050 ₹31,905.9 Lowest |
| 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. | 15 | cum | 316.56 ₹4,748.4 | 343.53 ₹5,152.95 | 317 ₹4,755 | 280 ₹4,200 Lowest |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 4 | cum | 725.01 ₹2,900.04 | 786.78 ₹3,147.12 | 725 ₹2,900 Lowest | 1,800 ₹7,200 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 19.44 | sqm | 758.3 ₹14,741.35 | 822.91 ₹15,997.37 | 760 ₹14,774.4 | 560 ₹10,886.4 Lowest |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 27.45 | sqm | 955.47 ₹26,227.65 | 1,036.88 ₹28,462.36 | 960 ₹26,352 | 550 ₹15,097.5 Lowest |
| 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 | 21.2 | metre | 226.76 ₹4,807.31 | 246.08 ₹5,216.9 | 226 ₹4,791.2 Lowest | 250 ₹5,300 |
Tender Value
₹8.0 L
EMD Value
₹20,120
Closing Date
22 Jun 2026, 3:00 pmClosed
Assistant Executive Engineer
O/o Assistant Executive Engineer , PWD Bld sub dn EKM
The Estimate includes provisions for earth work excavation DR Foundation RR Basement load bearing structure with height of 2.5m Solid block masonry for super structure plastering flooring painting grill work for venilators PVC doors
2026_PWD_846373_4
98/AEE/BL/EKM/2025-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
Ponnurunni
Please refer Tender Documents
7 documents required · 7 mandatory
₹1,775
Yes
₹20,120
Yes
29 Jul 2026
15 Jun 2026
24 Jun 2026
15 Jun 2026
22 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1General work | |||||
| 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) | - | cum | - | - |
| 1.003 | OD324127/2025-2026:Dry Rubble masonry with hard stone in foundation and plinth including cost of bonding stone etc. | 1 | cum | - | - |
| 1.004 | 7.1.1: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) | 1 | cum | - | - |
| 1.005 | 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. | - | cum | - | - |
| 1.006 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | - | cum | - | - |
| 1.007 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.008 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1 | sqm | - | - |
| 1.009 | 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 | 1 | metre | - | - |
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