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Tender Value
₹31.9 L
EMD Value
₹64,000
Closing Date
25 Jul 2026, 6:00 pmDue today
GE (I) CG PORBANDAR
GE (I) CG PORBANDAR, DHQ-1, OPP. BIRLA FACTORY, PORBANDAR
PROVN OF 02 NOS FOUNTAINS IN THE LAWN OF ADM BLOCK, PROVN OF RAMP FOR TRANSPORT POOL WITH ALLIED FACILITIES AND PROVN OF LED FLOOD LIGHT WITH POLES AT ICGS PIPAVAV UNDER GE (I) CG PORBANDAR
2026_MES_767246_2
8177A/E8
Open Tender
Civil Works - Others
Item Rate
180 days
PIPAVAV
AS PER NIT
9 documents required · 9 mandatory
₹500
GE (I) CG PORBANDAR
₹64,000
Yes
11 Jul 2026
11 Jul 2026
27 Jul 2026
11 Jul 2026
25 Jul 2026
20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0 | Schedule 'A' B/R | - | - | - | - |
| 1 | Surface excavation not exceeding 30 cm deep & averaging 15 cm deep and getting out in Soft/ loose soil, complete all as specified and directed by Engineer-in-charge. | 42 | Square Metre | - | - |
| 2 | Excavating in trenches, not exceeding 1.5 Metre wide and not exceeding 1.5 Metre in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5 Metre in depth and getting out in soft/loose soil, complete all as specified and directed by Engineer-in-charge. | - | Cubic Metre | - | - |
| 3 | Material & Labour for cement concrete type D-2, 1:4:8 (40 mm graded aggregate) as in foundation, filling and mass concrete, complete all as specified and directed by Engineer-in-charge. | 10.08 | Cubic Metre | - | - |
| 4 | Material & Labour for (Porbandar stone of size 20cm x 20cm x 40 cm) Walling of squared rubble, regular coursed, well bonded, bedded and solidly hearted, built in cement mortar (1:4), complete all as specified and directed by Engineer-in-charge. | 17.93 | Cubic Metre | - | - |
| 5 | Material & Labour for CRS Mild Steel TMT bars 6mm to 8mm dia, cut to length, bent to shape reqd, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including MS steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to TMT bars, complete all as specified and directed by Engineer-in-charge. | 277.95 | Kilogram | - | - |
| 6 | Material & Labour for RCC M-30 (Design Mix), using 20mm graded stone aggregate for 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 directed by Engineer-in-charge. | 4.75 | Cubic Metre | - | - |
| 7 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), complete all as specified and directed by Engineer-in-charge. | 17.34 | Square Metre | - | - |
| 8 | Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide, complete all as specified and directed by Engineer-in-charge. | 18.06 | Square Metre | - | - |
| 9 | Material & Labour for hard-core of gauge not exceeding 0.63mm, deposited, spread & levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface using broken stones or boulders, complete all as specified and directed by Engineer-in-charge. | 4.5 | Cubic Metre | - | - |
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