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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.6 LAccepted-AOC | ₹15.6 L | L1 | Accepted-AOC First |
| 2 | L2₹15.6 L+₹3,108.03 (0.20%)Rejected-Finance | ₹15.6 L+₹3,108.03 (0.20%) | L2 | Rejected-Finance L1 Agreement Executed |
| 3 | Rejected-Technical | - | - | Rejected-Technical L1 Agreement Executed |
| 4 | Rejected-Technical EDAKKATTUVAYAL PO ERNAKULAM PIN 682313 | ERNAKULAM | KERALA | 682313 | - | - | Rejected-Technical L1 Agreement Executed |
| Sl No | Description | Qty | Unit | P H Ilyas L3 | TONY JOSE L4 | ALI ANSAR.P.M L2 | ANSHAD A L1 |
|---|---|---|---|---|---|---|---|
| 1.00Construction of smart Anganwadi | |||||||
| 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 | 11 | cum | 359 ₹3,949 | 334.17 ₹3,675.87 | 330 ₹3,630 | 315.83 ₹3,474.13 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) | 10.54 | cum | 7,932 ₹83,619.14 | 7,369.65 ₹77,690.85 | 7,700 ₹81,173.4 | 6,965.07 ₹73,425.77 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) | 9.66 | cum | 10,488 ₹1,01,303.59 | 9,744.06 ₹94,117.88 | 8,200 ₹79,203.8 Lowest | 9,209.14 ₹88,951.08 |
| 1.00 | 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) | 2.48 | cum | 12,772 ₹31,610.7 | 11,865.35 ₹29,366.74 | 10,500 ₹25,987.5 Lowest | 11,213.97 ₹27,754.58 |
| 1.00 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 2,752.86 | kg | 108 ₹2,97,308.88 | 104.44 ₹2,87,508.7 | 90 ₹2,47,757.4 Lowest | 98.71 ₹2,71,734.81 |
| 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 | 78.11 | sqm | 386 ₹30,148.53 | 358.74 ₹28,019.39 | 600 ₹46,863 | 339.04 ₹26,480.72 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 | 1,008 ₹39,916.8 | 936.94 ₹37,102.82 | 600 ₹23,760 Lowest | 885.5 ₹35,065.8 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 126.63 | sqm | 961 ₹1,21,691.43 | 892.99 ₹1,13,079.32 | 600 ₹75,978 Lowest | 843.96 ₹1,06,870.65 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 26.98 | sqm | 762 ₹20,562.57 | 708.71 ₹19,124.54 | 600 ₹16,191 Lowest | 669.8 ₹18,074.55 |
Tender Value
₹17.8 L
EMD Value
₹44,453
Closing Date
16 Mar 2026, 11:00 amClosed
AE LSGD
Office of the Assisstant Engineer, LSGD Section Paipra
Annual Plan-PAIPRA GP 373/25- ANGANVADIConstruction of smart anganvadi no81 at ward 21
2026_LSGD_844874_2
ET-12/2025-26/AE/LSGD/PPRA
Open Tender
Civil Works - Buildings
Item Rate
180 days
Paipra
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹44,453
16 Jun 2026
7 Mar 2026
17 Mar 2026
7 Mar 2026
16 Mar 2026
7 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of smart Anganwadi | |||||
| 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 | 5.1.2: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) | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | - | kg | - | - |
| 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 | - | sqm | - | - |
| 1.007 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | 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 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
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