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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹24.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹24.8 L+₹17,501.21 (0.71%)Admitted-Fee/PreQual/Technical/Finance | ₹24.8 L+₹17,501.21 (0.71%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹25.1 L+₹51,539.61 (2.10%)Admitted-Fee/PreQual/Technical/Finance | ₹25.1 L+₹51,539.61 (2.10%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | KS DAS L3 | MANASI SURESH L2 | BIJU Y L1 |
|---|---|---|---|---|---|---|
| 1.00BULDING 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 | 44.56 | cum | 355.51 ₹15,842.59 | 350.69 ₹15,627.8 | 348.21 ₹15,517.28 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) | 9.63 | cum | 7,840.08 ₹75,515.65 | 7,733.77 ₹74,491.67 | 7,679.04 ₹73,964.51 Lowest |
| 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 | 47.08 | sqm | 381.64 ₹17,967.61 | 376.47 ₹17,724.21 | 373.8 ₹17,598.5 Lowest |
| 1.00 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 19.92 | cum | 10,366.05 ₹2,06,522.81 | 10,225.5 ₹2,03,722.64 | 10,153.13 ₹2,02,280.81 Lowest |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 127.41 | sqm | 753.95 ₹96,063.03 | 743.73 ₹94,760.87 | 738.47 ₹94,090.68 Lowest |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 39.6 | sqm | 996.75 ₹39,471.3 | 983.23 ₹38,935.91 | 976.28 ₹38,660.69 Lowest |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.97 | cum | 12,622.75 ₹37,489.57 | 12,451.6 ₹36,981.25 | 12,363.47 ₹36,719.51 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 | 90.91 | sqm | 949.99 ₹86,362.64 | 937.11 ₹85,191.73 | 930.48 ₹84,589.01 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 | 37.22 | metre | 225.46 ₹8,390.94 | 222.4 ₹8,277.06 | 220.83 ₹8,218.63 Lowest |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
9 Sept 2026, 5:00 pmClosed
ASSISTANT ENGINEER
O/O OF EXECUTIVE ENGINEER DISTRICT PANCHAYAT ALAPPUZHA
RE TENDER 727 Annual Plan ANNUAL PLAN ALAPPUZHA JP BHARANIKKAVU DIVISION PJCT NO 210 2025 26 CONSTRUCTION OF HI TECH ANGANWADI NO 15 WARD 14 IN BHARANIKKAVU GP ANNUAL PLAN ALAPPUZHA JP BHARANIKKAVU DIVISION PJCT NO 210 2025 26 CONSTRUCTION OF HI TECH
2026_LSGD_866738_37
JP/JULY/FRESH/LIDEW/ALPY/26-27
Open Tender
Civil Works - Buildings
Item Rate
180 days
ALAPPUZHA DP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
11 Sept 2026
1 Sept 2026
11 Sept 2026
1 Sept 2026
9 Sept 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BULDING 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 | - | 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 | 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 | - | - |
| 1.004 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.005 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.2 | sqm | - | - |
| 1.006 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 1.007 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.008 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 0.6 | 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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