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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.8 CrAccepted-AOC | ₹13.8 Cr | L1 | Accepted-AOC Recommended to issue of work order |
| 2 | L2₹14.4 CrRejected-AOC | ₹14.4 Cr | L2 | Rejected-AOC Not Recommended to issue of work order |
| Sl No | Description | Qty | Unit | HORTICOLD REFRIGERATION AND BUILDING SYSTEMS H2 | BALAVANTAPPAGOUDA SHANKARGOUDA PATIL H1 |
|---|---|---|---|---|---|
| 1.00PART A Civil works (1.001 to 1.065) | |||||
| 1.00 | Surface dressing of ground including removing vegetation in equalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 m. | 5,603.3 | sqm | 25.5 ₹1,42,884.15 Lowest | 30 ₹1,68,099 |
| 1.00 | Providing detailed layout plan of area in scale 1:500 including carrying out contour survey and detailed Engineering plane table Survey with the help of 24' Alidade. The dolomite area measurement of the plot and structures, trees, over head line and under ground service amenities within the area, with triagular method and giving detailes of the structures, such as total area, type of building and distance from all corners taking trial pit 0.5x0.5x2.00 m.-2One Number. per acre and collection of record from city survey / D.I.L.R. authorities and authentication. The plan shall be traced on 75 micron polyster film and shall be submitted along with three Amonia prints. The contour levels shall be marked at 0.5 Meter intervals. Note:- The items includes- 1)Traversing work with theodolite and steel tape. 2) Levelling Grid Work of the terrain. 3)Detailed Engineering Survey and contouring work of the terrain. 4)Plotting work. 5)Collection of Record. b) Above 1 Acre | 1.51 | Acre | 67,200 ₹1,01,472 Lowest | 71,231 ₹1,07,558.81 |
| 1.00 | Earthwork 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 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in :All kinds of soil | 2,815.02 | M3 | 300 ₹8,44,506 Lowest | 331 ₹9,31,771.62 |
| 1.00 | Earthwork in by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 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 | 1,796.95 | M3 | 325 ₹5,84,008.75 Lowest | 337 ₹6,05,572.15 |
| 1.00 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge | 1,247.84 | M3 | 265 ₹3,30,677.6 Lowest | 284 ₹3,54,386.56 |
| 1.01 | Earthwork in by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. All types of Ordinary rock including all types of laterite rock, blasting prohibited | 494.5 | M3 | 735 ₹3,63,457.5 Lowest | 778 ₹3,84,721 |
| 1.01 | Providing anti – termite treatment to buildings conforming to I.S.S. 6113 part II 1971 (revised) including adopting precautions for health hazards and safety measures as required therein with the cost of all materials, chemicals, plants, equipments required for the treatment and furnishing a guarantee for a minimum period of 10 years from the date of completion including eradicating any infestation of termite free of cost during the guaranty period complete. (The payment will be made on plinth of the building. )-Pre-construction | 1,955.12 | M2 | 88 ₹1,72,050.56 Lowest | 95 ₹1,85,736.4 |
| 1.01 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. | 480.3 | M3 | 1,110 ₹5,33,133 Lowest | 1,158 ₹5,56,187.4 |
| 1.01 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc
complete. | 384.1 | M3 | 1,690 ₹6,49,129 Lowest | 2,725 ₹10,46,672.5 |
Tender Value
Refer Docs
EMD Value
₹6.8 L
Closing Date
9 May 2026, 5:00 pmClosed
Kirtiraj K. Naik Gaonkar
SECRETARY
THE PROPOSED CONSTRUCTION OF EOIPH FACILITY AT MANOHAR INTERNATION AIRPORT MOPA PEDNEM GOA
2026_GALMB_29063_1
GAPLMB/ACCTS/C191/NIT2/26/152 Dated 30.4.26
Open Tender
Miscellaneous Works
Works
MANOHAR INTERNATIONAL AIRPORT MOPA PEDNEM
Please refer Tender documents.
2 documents required · 2 mandatory
₹15,000
₹6.8 L
Head Office Arlem Raia Salcete-Goa
3 Jun 2026
1 May 2026
11 May 2026
1 May 2026
9 May 2026
6 May 2026
1 May 2026 - 5 May 2026
5 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.000 | PART A Civil works (1.001 to 1.065) | - | - | - | - |
| - | Surface dressing of ground including removing vegetation in equalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 m. | - | sqm | - | - |
| - | Providing detailed layout plan of area in scale 1:500 including carrying out contour survey and detailed Engineering plane table Survey with the help of 24' Alidade. The dolomite area measurement of the plot and structures, trees, over head line and under ground service amenities within the area, with triagular method and giving detailes of the structures, such as total area, type of building and distance from all corners taking trial pit 0.5x0.5x2.00 m.-2One Number. per acre and collection of record from city survey / D.I.L.R. authorities and authentication. The plan shall be traced on 75 micron polyster film and shall be submitted along with three Amonia prints. The contour levels shall be marked at 0.5 Meter intervals. Note:- The items includes- 1)Traversing work with theodolite and steel tape. 2) Levelling Grid Work of the terrain. 3)Detailed Engineering Survey and contouring work of the terrain. 4)Plotting work. 5)Collection of Record. b) Above 1 Acre | - | Acre | - | - |
| - | Earthwork 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 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in :All kinds of soil | 1 | M3 | - | - |
| - | Earthwork in by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 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 | - | M3 | - | - |
| - | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge | 1 | M3 | - | - |
| - | Earthwork in by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. All types of Ordinary rock including all types of laterite rock, blasting prohibited | - | M3 | - | - |
| - | Providing anti – termite treatment to buildings conforming to I.S.S. 6113 part II 1971 (revised) including adopting precautions for health hazards and safety measures as required therein with the cost of all materials, chemicals, plants, equipments required for the treatment and furnishing a guarantee for a minimum period of 10 years from the date of completion including eradicating any infestation of termite free of cost during the guaranty period complete. (The payment will be made on plinth of the building. )-Pre-construction | 1 | M2 | - | - |
| - | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. | - | M3 | - | - |
| - | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc
complete. | - | M3 | - | - |
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