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| # | Company | Status |
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| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹6.6 L
EMD Value
₹13,290
Closing Date
17 Oct 2023, 5:30 pmClosed
EE VI WRD Bicholim
EE VI WRD Bicholim
Re-Construction of existing Irrigation wells in field Shri Usman R. Karol in Sy. No. 80/4 at Shiroli V.P. Keri in Sattari Taluka
2023_WRD_11687_1
No.WRD/WDVI/Accts/F.17/TN-e- 24/2023-24/608 Line1
Open Tender
Civil Works - Water Works
Item Rate
15 days
Bicholim
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹13,290
27 Oct 2023
6 Oct 2023
18 Oct 2023
6 Oct 2023
17 Oct 2023
6 Oct 2023
Amount
Earthwork in excavation in all types of strata comprising any of the materials such as soil silt clay, gravel , murrum of all varieties shingles, pebbles and all types of conglomerates laterite rock , fissured rock wheathyer rock, shattered rock, decomposed rock and all such other materials either in full or in part as the case may be adopting any method or methods as may be convenient or permitted including chiseling wedging etc. but blasting peobhited in all conditions such as dry, moist , saturated , submerged , foul conditions etc. including pumping and bailing out water including setting out constructions of shoring and bracing in removal of stumps and other deleterious materials , dressing of sides and bottom and back filling the excavated earth to the extend required and disposing off the remaining excavated soil/rock as directed by Engineer in Charge for initial leads of 50 m and all lifts etc. complete.
Reinforced cement concrete work in well steining excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic aggreate 20mm nominal size
Centering & shuttering including Strutting, Propping & removal of forms for xii) Well steining
Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.
Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge
Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete. b) Moorum
BHANUDAS PARYEKAR
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