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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.2 LAccepted-AOC B 2 16 SHREE BHAGWATI NAGAR SUTARWADI ROAD PASHAN PUNE 411 017 | PUNE | MAHARASHTRA | 411017 | L1 | Accepted-AOC Being Lowest | |
| 2 | L2₹44.0 L+₹47,029.20 (1.08%)Rejected-Finance B 134 GANESH MURTHI NAGAR PART III COLABA MUMBAI 400 005 | MUMBAI | MAHARASHTRA | 400005 | L2 | Rejected-Finance Being not Lowest | |
| 3 | L3₹48.1 L+₹4.5 L (10.4%)Rejected-Finance 26 3 BOMBAY PUNE ROAD LAXMI APARTMENT OPP BU BHANDARI SHOWROOM PUNE 411003 | PUNE | MAHARASHTRA | 411003 | L3 | Rejected-Finance Being not Lowest | |
| 4 | L4₹49.5 L+₹6.0 L (13.8%)Rejected-Finance MINISTRY OF DEFENCE MES G | L4 | Rejected-Finance Being not Lowest | |
| 5 | L5₹49.8 L+₹6.3 L (14.4%)Rejected-Finance | L5 | Rejected-Finance Being not Lowest |
| Sl No | Description | Qty | Unit | sanjay m. suryawanshi L4 | M/s S.R lahoti L5 | M/S NILESH BUILDERS L3 | Rays Breakers L11 | OM GANESH CONSTRUCTION L10 | S.K.HARAL L7 | AJAY ENTERPRISES L6 | Sunil Constructions L8 | VENKATESHWARA ENTERPRISES L1 | SHRI SAI ENTERPRISES L2 | DARSHAN ENTERPRISES L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling of old S.W. pipes 150 mm dia including breaking of joints and bed concrete and haunching, stacking of useful materials near the site within 50 meter lead and disposal of unserviceable materials into municipal dumps complete all as specified and directed. | 930 | Running Metre | 63 ₹58,590 | 60 ₹55,800 | 54 ₹50,220 | 110 ₹1,02,300 | 100 ₹93,000 | 36 ₹33,480 | 120 ₹1,11,600 | 10 ₹9,300 Lowest | 75 ₹69,750 | 45 ₹41,850 | 100 ₹93,000 |
| 2.00 | Dismantling of old S.W. pipes 200 mm dia including breaking of joints and bed concrete and haunching, stacking of useful materials near the site within 50 meter lead and disposal of unserviceable materials into municipal dumps complete all as specified and directed. | 500 | Running Metre | 99 ₹49,500 | 90 ₹45,000 | 90 ₹45,000 | 125 ₹62,500 | 100 ₹50,000 | 54 ₹27,000 | 150 ₹75,000 | 20 ₹10,000 Lowest | 100 ₹50,000 | 54 ₹27,000 | 200 ₹1,00,000 |
| 3.00 | Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge. | 7 | Cubic Metre | 2,070 ₹14,490 | 900 ₹6,300 | 1,800 ₹12,600 | 2,900 ₹20,300 | 450 ₹3,150 | 630 ₹4,410 | 1,500 ₹10,500 | 600 ₹4,200 | 350 ₹2,450 Lowest | 1,500 ₹10,500 | 3,000 ₹21,000 |
| 4.00 | Demolishing brick work built in cement mortar manually / by mechanical means including bed concrete and stacking of serviceable material and disposal of unserviceable material within 50 metres lead complete all as specified and directed by Engineer-in-charge. | 71 | Cubic Metre | 900 ₹63,900 | 1,000 ₹71,000 | 810 ₹57,510 | 2,500 ₹1,77,500 | 300 ₹21,300 Lowest | 630 ₹44,730 | 850 ₹60,350 | 600 ₹42,600 | 400 ₹28,400 | 500 ₹35,500 | 1,500 ₹1,06,500 |
| 5.00 | 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 upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. All kind of soil. | 678 | Cubic Metre | 306 ₹2,07,468 | 600 ₹4,06,800 | 396 ₹2,68,488 | 460 ₹3,11,880 | 250 ₹1,69,500 | 180 ₹1,22,040 Lowest | 400 ₹2,71,200 | 600 ₹4,06,800 | 250 ₹1,69,500 | 450 ₹3,05,100 | 400 ₹2,71,200 |
| 6.00 | Excavation work 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 upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. Ordinary rock. | 124 | Cubic Metre | 432 ₹53,568 | 800 ₹99,200 | 550 ₹68,200 | 900 ₹1,11,600 | 450 ₹55,800 | 540 ₹66,960 | 680 ₹84,320 | 600 ₹74,400 | 300 ₹37,200 Lowest | 550 ₹68,200 | 400 ₹49,600 |
| 7.00 | Material and labour for PCC (1:3:6) type C-2 (using 40 mm graded aggregate as in bed to drain pipe including packing under and completely surrounding pipes with concrete after they are laid and tested in pipes of 150mm dia after they are laid tested. Note : Thickness of bed below pipe shall be 10cm and width shall be outer dia of pipe 30cm. | 1,200 | Running Metre | 567 ₹6,80,400 | 400 ₹4,80,000 | 450 ₹5,40,000 | 730 ₹8,76,000 | 550 ₹6,60,000 | 450 ₹5,40,000 | 400 ₹4,80,000 | 550 ₹6,60,000 | 150 ₹1,80,000 Lowest | 390 ₹4,68,000 | 300 ₹3,60,000 |
| 8.00 | Material and labour for supplying, jointing & laying 150mm (ID) bore of sewer line Double wall corrugated HDPE pipe (DWC HDPE) of stifness class designation SN8 (conforming to IS 16098 (Part 2) : 2013 (Spigot and Socket ended pipe) at site with base PCC 1:3:6, type C-2, using 40 mm graded stone aggregate including jointing with rubber gasket, by jointing jack method and duly tested the pipe line as per manufacturer instruction after laying of pipe line complete all as specified and directed by the Engineer-in-Charge.
Note : (i) PCC shall be measured and paid separately.
(ii) Contractor will provide manufactured test certificate of DWC pipe. | 1,311 | Running Metre | 765 ₹10,02,915 | 600 ₹7,86,600 | 954 ₹12,50,694 | 1,100 ₹14,42,100 | 350 ₹4,58,850 Lowest | 1,450 ₹19,00,950 | 1,000 ₹13,11,000 | 600 ₹7,86,600 | 1,400 ₹18,35,400 | 900 ₹11,79,900 | 1,000 ₹13,11,000 |
| 9.00 | Material and labour for PCC (1:3:6) type C-2 (using 40 mm graded aggregate as in bed to drain pipe including packing under and completely surrounding pipes with concrete after they are laid and tested in pipes of 200mm dia after they are laid tested. Note : Thickness of bed below pipe shall be 10cm and width shall be outer dia of pipe 30cm. | 500 | Running Metre | 837 ₹4,18,500 | 400 ₹2,00,000 | 459 ₹2,29,500 | 1,000 ₹5,00,000 | 400 ₹2,00,000 | 630 ₹3,15,000 | 450 ₹2,25,000 | 600 ₹3,00,000 | 150 ₹75,000 Lowest | 400 ₹2,00,000 | 400 ₹2,00,000 |
| 10.00 | Material and labour for supplying, jointing & laying 200mm (ID) bore of sewer line Double wall corrugated HDPE pipe (DWC HDPE) of stifness class designation SN8 (conforming to IS 16098 (Part 2) : 2013 (Spigot and Socket ended pipe) at site with base PCC 1:3:6, type C-2, using 40 mm graded stone aggregate including jointing with rubber gasket, by jointing jack method and duly tested the pipe line as per manufacturer instruction after laying of pipe line complete all as specified and directed by the Engineer-in-Charge.
Note : (i) PCC shall be measured and paid separately.
(ii) Contractor will provide manufactured test certificate of DWC pipe. | 530 | Running Metre | 1,008 ₹5,34,240 | 900 ₹4,77,000 | 1,080 ₹5,72,400 | 1,200 ₹6,36,000 | 410 ₹2,17,300 Lowest | 540 ₹2,86,200 | 1,200 ₹6,36,000 | 900 ₹4,77,000 | 1,600 ₹8,48,000 | 1,100 ₹5,83,000 | 1,200 ₹6,36,000 |
Tender Value
Refer Docs
EMD Value
₹96,000
Closing Date
1 Aug 2026, 6:00 pmClosed
GE RnD Pashan
GE RnD Pashan
ADDITION / ALTERATION TO SEWAGE LINE AT CERTAIN LOCATIONS OF ARDE PASHAN PUNE
2026_MES_776429_1
GERD/PSN/TOKEN/35 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
GE RnD Pashan
As per tender documents
8 documents required · 8 mandatory
₹500
GE RnD Pashan
₹96,000
Yes
25 Sept 2026
4 Jul 2026
8 Aug 2026
4 Jul 2026
1 Aug 2026
18 Jul 2026
4 Jul 2026 - 11 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.0 | Dismantling of old S.W. pipes 150 mm dia including breaking of joints and bed concrete and haunching, stacking of useful materials near the site within 50 meter lead and disposal of unserviceable materials into municipal dumps complete all as specified and directed. | 930 | Running Metre | - | - |
| - | Dismantling of old S.W. pipes 200 mm dia including breaking of joints and bed concrete and haunching, stacking of useful materials near the site within 50 meter lead and disposal of unserviceable materials into municipal dumps complete all as specified and directed. | 500 | Running Metre | - | - |
| - | Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge. | 7 | Cubic Metre | - | - |
| - | Demolishing brick work built in cement mortar manually / by mechanical means including bed concrete and stacking of serviceable material and disposal of unserviceable material within 50 metres lead complete all as specified and directed by Engineer-in-charge. | 71 | Cubic Metre | - | - |
| - | 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 upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. All kind of soil. | 678 | Cubic Metre | - | - |
| - | Excavation work 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 upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. Ordinary rock. | 124 | Cubic Metre | - | - |
| - | Material and labour for PCC (1:3:6) type C-2 (using 40 mm graded aggregate as in bed to drain pipe including packing under and completely surrounding pipes with concrete after they are laid and tested in pipes of 150mm dia after they are laid tested. Note : Thickness of bed below pipe shall be 10cm and width shall be outer dia of pipe 30cm. | 1,200 | Running Metre | - | - |
| - | Material and labour for supplying, jointing & laying 150mm (ID) bore of sewer line Double wall corrugated HDPE pipe (DWC HDPE) of stifness class designation SN8 (conforming to IS 16098 (Part 2) : 2013 (Spigot and Socket ended pipe) at site with base PCC 1:3:6, type C-2, using 40 mm graded stone aggregate including jointing with rubber gasket, by jointing jack method and duly tested the pipe line as per manufacturer instruction after laying of pipe line complete all as specified and directed by the Engineer-in-Charge.
Note : (i) PCC shall be measured and paid separately.
(ii) Contractor will provide manufactured test certificate of DWC pipe. | 1,311 | Running Metre | - | - |
| - | Material and labour for PCC (1:3:6) type C-2 (using 40 mm graded aggregate as in bed to drain pipe including packing under and completely surrounding pipes with concrete after they are laid and tested in pipes of 200mm dia after they are laid tested. Note : Thickness of bed below pipe shall be 10cm and width shall be outer dia of pipe 30cm. | 500 | Running Metre | - | - |
| - | Material and labour for supplying, jointing & laying 200mm (ID) bore of sewer line Double wall corrugated HDPE pipe (DWC HDPE) of stifness class designation SN8 (conforming to IS 16098 (Part 2) : 2013 (Spigot and Socket ended pipe) at site with base PCC 1:3:6, type C-2, using 40 mm graded stone aggregate including jointing with rubber gasket, by jointing jack method and duly tested the pipe line as per manufacturer instruction after laying of pipe line complete all as specified and directed by the Engineer-in-Charge.
Note : (i) PCC shall be measured and paid separately.
(ii) Contractor will provide manufactured test certificate of DWC pipe. | 530 | Running Metre | - | - |
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