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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.1 LAccepted-AOC | ₹11.1 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹11.3 L+₹23,830.75 (2.15%)Rejected-Finance | ₹11.3 L+₹23,830.75 (2.15%) | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹12.2 L+₹1.1 L (9.71%)Rejected-Finance | ₹12.2 L+₹1.1 L (9.71%) | L3 | Rejected-Finance Not being L1 |
| 4 | L4₹12.5 L+₹1.4 L (12.9%)Rejected-Finance | ₹12.5 L+₹1.4 L (12.9%) | L4 | Rejected-Finance Not being L1 |
| 5 | L5₹17.3 L+₹6.2 L (56.4%)Rejected-Finance 26 8 2 PUNE MUMBAI ROAD OPP B U BHANDARI SHOWROOM EKTA PARK SOCIETY WAKDEWADI PUNE 411 003 | PUNE | MAHARASHTRA | 411003 | ₹17.3 L+₹6.2 L (56.4%) | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | vishalconstruction L5 | SUNHARI CONSTRUCTIONS L4 | Manik Constructions L3 | SANTOSH CONSTRUCTION L1 | VIKAS ENTERPRISES L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) n exc 1.50m depth including getting out all kind of soil (soft/loose soil or hard/dense soil) and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge complete all as specified and as directed. | 52.9 | Cum | 388 ₹20,525.2 | 280 ₹14,812 | 200 ₹10,580 Lowest | 750 ₹39,675 | 300 ₹15,870 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) exc 1.50m depth but n exc 3.00m depth including getting out all kind of soil (soft/loose soil or hard/dense soil) and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge complete all as specified and as directed. | 52.9 | Cum | 388 ₹20,525.2 | 280 ₹14,812 | 200 ₹10,580 Lowest | 770 ₹40,733 | 300 ₹15,870 |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) exc 3.0m depth but n exc 4.50m depth including getting out ordinary rock (soft disintregated rock) and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge complete all as specified and as directed. | 52.75 | Cum | 1,500 ₹79,125 | 300 ₹15,825 Lowest | 425 ₹22,418.75 | 775 ₹40,881.25 | 300 ₹15,825 Lowest |
| 4.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out Hard / Dense soil complete all as specified and as directed. | 13.5 | Cum | 400 ₹5,400 | 300 ₹4,050 Lowest | 400 ₹5,400 | 800 ₹10,800 | 500 ₹6,750 |
| 5.00 | M&L for 150mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed. | 23.5 | RM | 500 ₹11,750 | 350 ₹8,225 Lowest | 600 ₹14,100 | 650 ₹15,275 | 350 ₹8,225 Lowest |
| 6.00 | M&L for cement concrete (1:4:8) type D2 using 40mm graded stone aggregate in foundations, filling and mass concrete complete all as specified and as directed. | 12.8 | Cum | 3,500 ₹44,800 Lowest | 7,500 ₹96,000 | 4,800 ₹61,440 | 8,300 ₹1,06,240 | 5,500 ₹70,400 |
| 7.00 | M&L for Brickwork with old size subclass ‘B’ burnt bricks, straight or curved on plan n exc 6m mean radius built in built in CM (1:4) complete all as specified and as directed. | 59.5 | Cum | 6,200 ₹3,68,900 | 8,000 ₹4,76,000 | 7,500 ₹4,46,250 | 480 ₹28,560 Lowest | 7,000 ₹4,16,500 |
| 8.00 | M&L for rendering 15mm thick plaster in CM (1:4) on faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed. | 26.6 | Sqm | 300 ₹7,980 | 450 ₹11,970 | 280 ₹7,448 Lowest | 425 ₹11,305 | 300 ₹7,980 |
| 9.00 | Providing, cement concrete Type B1 1:2:4 (20 mm graded aggregate) in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded for chamfered angles and throating complete all as specified and as directed. | 1.72 | Cum | 8,500 ₹14,620 | 7,000 ₹12,040 Lowest | 8,100 ₹13,932 | 9,000 ₹15,480 | 7,000 ₹12,040 Lowest |
| 10.00 | M&L for Loose filling with broken burnt brick aggregates of gauge 80 to 150 mm in soakage pits, soakage wells complete all as specified and as directed. | 42 | Cum | 3,500 ₹1,47,000 | 2,600 ₹1,09,200 | 900 ₹37,800 Lowest | 2,450 ₹1,02,900 | 2,000 ₹84,000 |
Tender Value
₹11.8 L
EMD Value
₹23,600
Closing Date
28 Jan 2026, 6:00 pmClosed
GE PANAJI
GARRISON ENGINEER OPPOSITE KALA ACADEMY ST INEZ ROAD PANAJI GOA403001
PROVN OF RAIN WATER HARVESTING STRUCTURE AND RECHARGE WELLS AT PONDA AND MADGAON ARMY CAMP GOA UNDER GE PANAJI
2025_MES_739293_3
8258/E8
Open Tender
Civil Works
Item Rate
120 days
GE PANAJI
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER PANAJI
₹23,600
Yes
5 May 2026
14 Jan 2026
4 Feb 2026
14 Jan 2026
28 Jan 2026
21 Jan 2026
15 Jan 2026 - 19 Jan 2026
Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) n exc 1.50m depth including getting out all kind of soil (soft/loose soil or hard/dense soil) and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge complete all as specified and as directed.
Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) exc 1.50m depth but n exc 3.00m depth including getting out all kind of soil (soft/loose soil or hard/dense soil) and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge complete all as specified and as directed.
Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) exc 3.0m depth but n exc 4.50m depth including getting out ordinary rock (soft disintregated rock) and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge complete all as specified and as directed.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out Hard / Dense soil complete all as specified and as directed.
M&L for 150mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed.
M&L for cement concrete (1:4:8) type D2 using 40mm graded stone aggregate in foundations, filling and mass concrete complete all as specified and as directed.
M&L for Brickwork with old size subclass ‘B’ burnt bricks, straight or curved on plan n exc 6m mean radius built in built in CM (1:4) complete all as specified and as directed.
M&L for rendering 15mm thick plaster in CM (1:4) on faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed.
Providing, cement concrete Type B1 1:2:4 (20 mm graded aggregate) in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded for chamfered angles and throating complete all as specified and as directed.
M&L for Loose filling with broken burnt brick aggregates of gauge 80 to 150 mm in soakage pits, soakage wells complete all as specified and as directed.
M&L for Loose filling with stone aggregates of gauge 40 mm in soakage pits, soakage wells complete all as specified and as directed.
M&L for Loose filling with stone aggregates of gauge 20mm in soakage pits, soakage wells complete all as specified and as directed.
M&L for sand filling under floors or in foundations or soak pit/ reacharge pit including watering and consolidation complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed.
Removing excavated material n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed.
M&L for Reinforced cement concrete (nominal mix) Type A1 1:1.5:3 (20 mm graded aggregate) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed.
M&L for Providing Type B1 1:2:4 (20mm graded aggregate) precast cement concrete in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:4 complete all as specified and as directed.
Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick (Horizontal or sloping) fair finished surfaces of concrete complete all as specified and as directed.
Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide fair finished surfaces of concrete complete all as specified and as directed.
M&L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.
M&L for 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints laid in floors/walls as soil pipe all as specified.
S&F 110mm PVC(SWR) bends
S&F 110mm PVC(SWR) bends with access door all as specified and directed.
Supply and fix PVC (SWR) floor trap with grating 75 mm dia, plain with grating including jointing with solvent cement complete all as specified and directed.
M&L for 150mm dia UPVC Pipes (SCH-40) with 10mm dia hole 5cm in both directions as perforated for water reacharge on ground, single socketed with all joints, in any length with rubber ring joints, laid in trenches, bores, pits or in floors complete all as specified and as directed.
M&L for 6000 Ltrs capacity triple layered rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I complete all as specified and as directed.
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