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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.3 LAccepted-AOC | ₹23.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹23.6 LRejected-Finance | ₹23.6 L | L2 | Rejected-Finance L2 |
| 3 | L3₹23.7 LRejected-Finance | ₹23.7 L | L3 | Rejected-Finance L3 |
| 4 | L4₹24.1 LRejected-Finance | ₹24.1 L | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | Nidhin L4 | safwan c L1 | ABDUL KHADER FAIZAL A M L2 | PV JANARDHANAN L3 |
|---|---|---|---|---|---|---|---|
| 1.00Building construction | |||||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 17.38 | cum | 230 ₹3,996.48 | 222.03 ₹3,857.99 | 224.93 ₹3,908.38 | 227.48 ₹3,952.69 |
| 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 | 60.96 | cum | 300 ₹18,286.8 | 310.02 ₹18,897.58 | 314.08 ₹19,145.06 | 317.72 ₹19,366.94 |
| 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) | 10.11 | cum | 7,400 ₹74,784.4 | 6,836.66 ₹69,091.29 | 6,926.22 ₹69,996.38 | 7,014.28 ₹70,886.31 |
| 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 | 52.5 | sqm | 350 ₹18,375 | 332.79 ₹17,471.48 | 337.15 ₹17,700.38 | 341.22 ₹17,914.05 |
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 48.8 | sqm | 700 ₹34,160 | 869.18 ₹42,415.98 | 880.56 ₹42,971.33 | 891.12 ₹43,486.66 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 99.51 | sqm | 900 ₹89,559.9 | 657.47 ₹65,425.5 | 666.08 ₹66,282.29 | 673.98 ₹67,068.42 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 94.59 | sqm | 900 ₹85,131.9 | 828.41 ₹78,360.13 | 839.26 ₹79,386.44 | 849.76 ₹80,379.65 |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 30.13 | sqm | 900 ₹27,116.1 | 880.72 ₹26,535.21 | 892.26 ₹26,882.9 | 903.34 ₹27,216.73 |
| 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 | 72.3 | metre | 200 ₹14,460 | 196.6 ₹14,214.18 | 199.18 ₹14,400.71 | 201.16 ₹14,543.87 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
23 May 2026, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER, LID AND EW SECTION TRIKARIPUR GP
TGP 25-26 CONSTRUCTION OF JANAKEEYA HOTEL IN TRIKARIPUR GP(PRJ NO. 192/26
2026_LSGD_850773_2
06/2025-26/AE/LID and EW/TKR
Open Tender
Civil Works - Buildings
365 days
Trikaripur GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
24 Jun 2026
14 May 2026
26 May 2026
14 May 2026
23 May 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building construction | |||||
| 1.001 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.005 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 0.4 | sqm | - | - |
| 1.008 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | - | 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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