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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.5 LAccepted-AOC | ₹64.5 L Quoted ₹76.1 L | L1 | Accepted-AOC Lowest Bidder Admitted |
| 2 | L2₹76.1 LRejected-Finance | ₹76.1 L | L2 | Rejected-Finance Rejected as per Financial Evaluation criteria. |
| 3 | L3₹76.1 LRejected-Finance H NO 71 85 B1 WARD NO 7 NR AGRICULTURE OFFICE VALPOI SATTARI GOA | ₹76.1 L | L3 | Rejected-Finance Rejected as per Financial Evaluation criteria. |
| 4 | L4₹76.1 LRejected-Finance | ₹76.1 L | L4 | Rejected-Finance Rejected as per Financial Evaluation criteria. |
| 5 | L5₹76.1 LRejected-Finance | ₹76.1 L | L5 | Rejected-Finance Rejected as per Financial Evaluation criteria. |
| Sl No | Description | Qty | Unit | sumitra construction L3 | RAHUL CONSTRUCTION L4 | Rajesh Constructions L2 | mallikarjun construction L4 | GAJ CONSTRUCTION PRIVATE LIMITED L4 | NOORAHMED ABDUL SHAIKH L1 | M. A. Aboobacker L3 | M/S DOUBLE CENTURY CONSTRUCTIONS L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30cm. Measured at a height of 1mt. Above ground level and removal of rubbish upto a distance of 50mt. Outside the periphery of the area cleared. (if however, only grass is met with the area will be measured and paid for item 4001. | 700 | Sq.M | 8.79 ₹6,153 | 12.5 ₹8,750 | 8 ₹5,600 | 8 ₹5,600 | 10 ₹7,000 | 7.6 ₹5,320 Lowest | 12.5 ₹8,750 | 9.4 ₹6,580 |
| 2.00 | Demolishing laterite stone masonry in cement mortar including stacking of serviceable material & disposal of unserviceable material within 50 mts. lead. | 210 | Cu.m. | 999 ₹2,09,790 | 1,420 ₹2,98,200 | 908.8 ₹1,90,848 | 908.8 ₹1,90,848 | 300 ₹63,000 Lowest | 863.36 ₹1,81,305.6 | 852 ₹1,78,920 | 1,067.84 ₹2,24,246.4 |
| 3.00 | 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 : (a) All kinds of soil. | 438.32 | Cu.M | 230 ₹1,00,813.6 | 357.5 ₹1,56,699.4 | 228.8 ₹1,00,287.62 | 228.8 ₹1,00,287.62 | 200 ₹87,664 Lowest | 217.36 ₹95,273.24 | 214.5 ₹94,019.64 | 268.84 ₹1,17,837.95 |
| 4.00 | 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. | 192.9 | Cu.M | 196 ₹37,808.4 | 306.25 ₹59,075.63 | 196 ₹37,808.4 | 196 ₹37,808.4 | 80 ₹15,432 Lowest | 186.2 ₹35,917.98 | 186.08 ₹35,894.83 | 230.3 ₹44,424.87 |
| 5.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 114.86 | Cu.M | 1,768 ₹2,03,072.48 | 1,658.25 ₹1,90,466.6 Lowest | 1,768.8 ₹2,03,164.37 | 1,768.8 ₹2,03,164.37 | 1,800 ₹2,06,748 | 1,680.36 ₹1,93,006.15 | 1,658.25 ₹1,90,466.6 Lowest | 2,078.34 ₹2,38,718.13 |
| 6.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for: (a) Foundation, footings, bases for columns and mass concrete. | 838.32 | Sq.M | 330 ₹2,76,645.6 | 359.25 ₹3,01,166.46 | 383.2 ₹3,21,244.22 | 383.2 ₹3,21,244.22 | 400 ₹3,35,328 | 309.32 ₹2,59,309.14 Lowest | 359.26 ₹3,01,174.84 | 450.26 ₹3,77,461.96 |
| 7.00 | Providing TMT steel reinforcement bars of SAIL, TATA. VIZAG made only (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. | 222 | Kg | 88 ₹19,536 | 78.75 ₹17,482.5 Lowest | 84 ₹18,648 | 84 ₹18,648 | 92.37 ₹20,506.14 | 79.8 ₹17,715.6 | 131.25 ₹29,137.5 | 98.7 ₹21,911.4 |
| 8.00 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: (a) All works upto plinth level. | 634.13 | Cu.M | 5,448 ₹34,54,740.24 | 5,107.5 ₹32,38,818.98 Lowest | 5,448 ₹34,54,740.24 | 5,448 ₹34,54,740.24 | 5,760 ₹36,52,588.8 | 5,639.75 ₹35,76,334.67 | 5,107.5 ₹32,38,818.98 Lowest | 6,401.4 ₹40,59,319.78 |
| 9.00 | Reinforced cement concrete work (1:11/2:3) (1 cement:11/ 2 coarse sand: 3 graded granitic or basaltic aggreate 20mm nominal size)in suspended floors, roofs, landings, shelves and their supports and balconies upto floor five level including finishing and plastering the ceiling with C.M. (1:3) (1 cement: 3 fine sand) of thickness not exceeding 6mm to give a smooth and even surface but excluding the cost of centering and shuttering | 2.2 | Cu.M | 6,900 ₹15,180 | 9,592.99 ₹21,104.58 | 6,810.4 ₹14,982.88 | 6,810.44 ₹14,982.97 | 7,499.98 ₹16,499.96 | 6,384.75 ₹14,046.45 Lowest | 10,640.81 ₹23,409.78 | 8,002.26 ₹17,604.97 |
| 10.00 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement :4 coarse sand) in foundation and basement. | 231.26 | Cu.M | 4,200 ₹9,71,292 | 3,889.5 ₹8,99,485.77 Lowest | 4,148.8 ₹9,59,451.49 | 4,148.8 ₹9,59,451.49 | 4,500 ₹10,40,670 | 3,889.5 ₹8,99,485.77 Lowest | 3,889.5 ₹8,99,485.77 Lowest | 4,874.84 ₹11,27,355.5 |
Tender Value
₹95.1 L
EMD Value
₹1.9 L
Closing Date
26 Sept 2025, 4:00 pmClosed
Executive Engineer, SCD
Office of the Executive Engineer, Soil Conservation Division.Tonca caranzalem Goa
Construction of retaining wall and compound wall to Zonal Agriculture Office at Valpoi Sattari Goa.
2025_DAG_24643_1
SCD/D.Agri./25-26/L2/633
Open Tender
Civil Works
Item Rate
180 days
Zonal Agriculture Office, Valpoi Sattari Goa.
Please refer Tender documents.
2 documents required · 2 mandatory
₹8,000
₹1.9 L
14 Aug 2026
18 Sept 2025
29 Sept 2025
18 Sept 2025
26 Sept 2025
22 Sept 2025
Amount
Clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30cm. Measured at a height of 1mt. Above ground level and removal of rubbish upto a distance of 50mt. Outside the periphery of the area cleared. (if however, only grass is met with the area will be measured and paid for item 4001.
Demolishing laterite stone masonry in cement mortar including stacking of serviceable material & disposal of unserviceable material within 50 mts. lead.
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 : (a) All kinds of soil.
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.
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Centering and shuttering including struttings, propping etc. and removal of formwork for: (a) Foundation, footings, bases for columns and mass concrete.
Providing TMT steel reinforcement bars of SAIL, TATA. VIZAG made only (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.
Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: (a) All works upto plinth level.
Reinforced cement concrete work (1:11/2:3) (1 cement:11/ 2 coarse sand: 3 graded granitic or basaltic aggreate 20mm nominal size)in suspended floors, roofs, landings, shelves and their supports and balconies upto floor five level including finishing and plastering the ceiling with C.M. (1:3) (1 cement: 3 fine sand) of thickness not exceeding 6mm to give a smooth and even surface but excluding the cost of centering and shuttering
Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement :4 coarse sand) in foundation and basement.
Providing and fixing Weepholes with rigid PVC make lid in position with a required slope and level while laying pipes approved the concrte of retaining wall,wing wall and earth retaining structure complete as directed by the Engineer in charge. a) 110 mm dia.
18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge.
Painting three or more coats with acryllic exterior paint of approved brand and manufacture (Such as Dulex/ Asian Paints/ Sherwin Willians) including applying one coat of cement primer and one coat of surface treatment etc. complete.
Providing and laying factory made Shot blasted cement concrete interlocking paver block of minimum M35 grade made by heavy duty block making machine with strong vibratory compaction and of aprpoved size and design / shape laid in 50 mm thick compacted bed of coarse sand, filling the joints with coarse sand, etc. all complete as per the direction of Engineer.- in I, Wave, Rectangular, Square etc. shapes. The products should comply to IS 15658:2006 and manfucatured by ISO9001: 2008 certified plant. The shot blasting should be done using 0.4-0.5mm dia steel shots with a speed of 3200 rpm. (a) 60 mm thick in all colours except grey (M35 grade)
Providing and fixing prefabricated compound gate of G.I. pipes 40 – 50 mm dia (medium) with 12mm M.S. square bars of G.I. pipes grill work as per drawing including providing & fixing locking arrangements, pintals, hold fast embedded in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 granitic or basaltic aggreate 20mm nominal size) including applying priming coat with ready mixed red lead paint and painting 2 or more coats with superior ready mixed paint of approved brand and manufacture in all shades as per direction complete.
Rajesh Constructions (BID ID -52885)
M. A. Aboobacker (BID ID -52876)
sumitra construction (BID ID -52806)
GAJ CONSTRUCTION PRIVATE LIMITED (BID ID -52877)
RAHUL CONSTRUCTION (BID ID -52834)
mallikarjun construction (BID ID -52825)
M/S DOUBLE CENTURY CONSTRUCTIONS (BID ID -52920)
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