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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.6 LAccepted-AOC | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹22.7 L+₹2,170.90 (0.10%)Rejected-Finance | L2 | Rejected-Finance NOT BEING LOWEST | |
| 3 | L3₹23.4 L+₹79,788.58 (3.52%)Rejected-Finance | L3 | Rejected-Finance NOT BEING LOWEST |
| Sl No | Description | Qty | Unit | sagar construction L1 | Sayili Enterprises L3 | BUILD ELITE ENGINEERS L2 |
|---|---|---|---|---|---|---|
| 1.00 | B/R PORTION
Excavating in post holes in any type of soil ( or similar hoels ) each n exc 0.5 cum getting out, returining filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n exc 50mtr. complete all as specified and as directed. | 6 | EACH | 100 ₹600 | 50 ₹300 Lowest | 250 ₹1,500 |
| 2.00 | M&L cement concrete in foundation type C 2, 1:3:6 ( 40 mm grade stone aggregate) as in filling and mass concrete complete all as specified and as directed. | 0.61 | CUM | 5,000 ₹3,050 | 3,600 ₹2,196 Lowest | 5,000 ₹3,050 |
| 3.00 | Excavation in trenches n.exe 1.5m deep & n.exc 1.5m wide and n. exc 10 sqm on plan, and getting out in any type of soil as in foundation / M.H & Like complete all as specified and as directed. | 84.65 | CUM | 350 ₹29,627.5 | 280 ₹23,702 | 185 ₹15,660.25 Lowest |
| 4.00 | M&L for cement concrete type D-2 (1:4:8) using 40 mm graded stone aggregate as in foundationcomplete all as specified and as directed. | 1.03 | CUM | 5,000 ₹5,150 | 3,100 ₹3,193 Lowest | 5,000 ₹5,150 |
| 5.00 | M&L for precast cement concrete block masonry with solid blocks of PCC 1:3:6 type C-1 using 20 mm graded Stone aggregate, exc. 10 cm in width and setting in CM 1:6, complete all as specified and as directed. | 6 | CUM | 6,000 ₹36,000 | 5,200 ₹31,200 Lowest | 5,500 ₹33,000 |
| 6.00 | Returning filling in, well watering ramming in layers not exceeding 15cm thick complete all as specified and as directed. | 94.22 | CUM | 300 ₹28,266 | 75 ₹7,066.5 Lowest | 100 ₹9,422 |
| 7.00 | Removing of excavated soil to a distance not exc 50mtrs and depositing where directed at a level not exc 1.50 mtrs above the starting point complete all as specified and as directed. | 7.98 | CUM | 300 ₹2,394 | 80 ₹638.4 Lowest | 100 ₹798 |
| 8.00 | M & L for Rendering 15mm thick in two layers, 5mm thick using WPC @3% by weight of cement over 10 mm thick on stone masonary work/ concrete surfaces in cement mortar 1:4 finished surfaces even and smooth without using extra cement, complete all as specified and as directed. | 25 | SQM | 500 ₹12,500 | 325 ₹8,125 Lowest | 350 ₹8,750 |
| 9.00 | Supply only WPC complete all as specified and as directed. | 1.88 | KG | 50 ₹94 Lowest | 70 ₹131.6 | 150 ₹282 |
| 10.00 | S&F structural steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes confrming to IS 1161-1979 grade St-240 complete all as specified and as directed. | 1,000 | KG | 110 ₹1,10,000 Lowest | 115 ₹1,15,000 | 125 ₹1,25,000 |
Tender Value
₹25.6 L
EMD Value
₹51,500
Closing Date
2 Jun 2026, 6:00 pmClosed
GE I R AND D GIRINAGAR PUNE 25
GE I R AND D GIRINAGAR PUNE 25
PROVN OF DHOBI GHAT NEAR OR LINE WATER PIPE LINE FOR OR MESS CHAJJA IN OLD MULTI AT MILIT AND IN HOUSE DEVELOPMENT FOR PRICISION EQUIPMENT IN ROOM NO 210 IN ELECTRONIC ENGINEERING DEPARTMENT OF DIAT GIRINAGAR PUNE
2026_MES_764886_1
GE I R AND D GNR TOKEN 90 OF 2025-26(8955)
Open Tender
Civil Works
Item Rate
180 days
GE I R AND D GIRINAGAR PUNE 25
AS PER TENDER DOCUMENT
8 documents required · 8 mandatory
₹500
GE I R AND D GIRINAGAR PUNE 25
₹51,500
Yes
24 Sept 2026
12 May 2026
4 Jun 2026
12 May 2026
2 Jun 2026
26 May 2026
12 May 2026 - 19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | B/R PORTION
Excavating in post holes in any type of soil ( or similar hoels ) each n exc 0.5 cum getting out, returining filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n exc 50mtr. complete all as specified and as directed. | 6 | EACH | - | - |
| 2 | M&L cement concrete in foundation type C 2, 1:3:6 ( 40 mm grade stone aggregate) as in filling and mass concrete complete all as specified and as directed. | 0.61 | CUM | - | - |
| 3 | Excavation in trenches n.exe 1.5m deep & n.exc 1.5m wide and n. exc 10 sqm on plan, and getting out in any type of soil as in foundation / M.H & Like complete all as specified and as directed. | 84.65 | CUM | - | - |
| 4 | M&L for cement concrete type D-2 (1:4:8) using 40 mm graded stone aggregate as in foundationcomplete all as specified and as directed. | 1.03 | CUM | - | - |
| 5 | M&L for precast cement concrete block masonry with solid blocks of PCC 1:3:6 type C-1 using 20 mm graded Stone aggregate, exc. 10 cm in width and setting in CM 1:6, complete all as specified and as directed. | 6 | CUM | - | - |
| 6 | Returning filling in, well watering ramming in layers not exceeding 15cm thick complete all as specified and as directed. | 94.22 | CUM | - | - |
| 7 | Removing of excavated soil to a distance not exc 50mtrs and depositing where directed at a level not exc 1.50 mtrs above the starting point complete all as specified and as directed. | 7.98 | CUM | - | - |
| 8 | M & L for Rendering 15mm thick in two layers, 5mm thick using WPC @3% by weight of cement over 10 mm thick on stone masonary work/ concrete surfaces in cement mortar 1:4 finished surfaces even and smooth without using extra cement, complete all as specified and as directed. | 25 | SQM | - | - |
| 9 | Supply only WPC complete all as specified and as directed. | 1.88 | KG | - | - |
| 10 | S&F structural steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes confrming to IS 1161-1979 grade St-240 complete all as specified and as directed. | 1,000 | KG | - | - |
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