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Tender Value
Refer Docs
EMD Value
₹58,000
Closing Date
29 Jul 2026, 6:00 pm3d left
GE PULGAON
GE PULGAON CAD PULGAON 442303
PROVN OF STORE ROOM WITH RCC ROOF IN E SUB DEPOT OFFICE AT CAD PULGAON
2026_MES_771197_2
8396/E8
Open Tender
Civil Works
Item Rate
180 days
GE PULGAON
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE PULGAON
₹58,000
Yes
11 Jul 2026
11 Jul 2026
31 Jul 2026
11 Jul 2026
29 Jul 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M & L for surface dressing n exc 15 cm deep of hard and dence soil complete all as specified | 185 | Sqm | - | - |
| 2 | Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and not exceeding 1.5m deep any type of soil complete all as specified and as directed. | 62 | Cum | - | - |
| 3 | M & L for PCC 1:4:8 type C2(using 40mm graded stone aggregate) in foundations, filling and mass concrete complete. | 6 | Cum | - | - |
| 4 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and as directed. | 80 | Sqm | - | - |
| 5 | Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. | 31 | Sqm | - | - |
| 6 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions | 85 | Sqm | - | - |
| 7 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; | 126.45 | Sqm | - | - |
| 8 | M&L for RCC M-25 as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete | 30.5 | Cum | - | - |
| 9 | M&L for RCC M-25 as in beams | 10.5 | Cum | - | - |
| 10 | M&L for RCC-25 as in Columns, pillars, piers, posts and struts | 9 | Cum | - | - |
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