Rural Development Department has published 3 . Repairs To P . Well At Pabe . Tal . Velha Dist . Pune . Open Class . 1726609. Submission Date for this Tender is 17-06-2020. Water Wells Tenders in PUNE Maharashtra. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 02-Jun-2020 | About Joint Venture | Technical Bid | 05-06-2020 |
| 2 | 06-Jun-2020 | 2nd call | Date | 12-06-2020 |
| 3 | 12-Jun-2020 | 3rd call | Date | 17-06-2020 |
| Name of Work: 3.Repairs to P.Well at Pabe Tal. Velha Dist. Pune. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | subwork no.1 percolation well at Gaothan Item No.1 :-Dismantling U.C.R. Masonary including neat Stacking reusable material etc. complete, | BI01010001010000000000000515BI0100001113 | 20.09 | Cum |
| 2 | 2 | Items No.1a:- Excavation in general in soft material wet or dry conditiing for soft soil, soft murum, hard murum with boulders in wet or dry condition for condition for head work such as percolation well, jack well well. Etc. for lift 0 to 1.50 M and lead of 150 M including baricating, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in charge, etc. complete, excluding refilling (for head works on river for initial lift 0 to 1.5 m ) etc. complit for head work | BI01010001010000000000000515BI0100001114 | 148.79 | Cum |
| 3 | 3 | Lift 1.50 to 3.00 M | BI01010001010000000000000515BI0100001115 | 109.04 | Cum |
| 4 | 4 | Lift 3.00 to 4.50 M | BI01010001010000000000000515BI0100001116 | 74.6 | Cum |
| 5 | 5 | Item No.1- Excavation in general in hard matrial comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting / chiseling as required in wet or dry condition for head works such as intake well,connecting Pipes, jack well, & Pump house supplu well etc. for lift 0 to 1.50 M and lead of 150 M including baricating, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, etc. complete, excluding refilling. (for head works on rive for initial lift o to 1.5 m)etc complit. Lift 4.50 to 6.00 M | BI01010001010000000000000515BI0100001117 | 53.38 | Cum |
| 6 | 6 | Lift 6.00 to 7.50 M | BI01010001010000000000000515BI0100001118 | 42.39 | Cum |
| 7 | 7 | Lift 7.50 to 9.00 M | BI01010001010000000000000515BI0100001119 | 42.39 | Cum |
| 8 | 8 | Lift 9.00 to 10.50 M | BI01010001010000000000000515BI0100001120 | 42.39 | Cum |
| 9 | 9 | Lift 10.50 to 12.00 M | BI01010001010000000000000515BI0100001121 | 42.39 | Cum |
| 10 | 10 | Item No.3 :- :- Providing and laying in situ PCC M: 150 (1:2:4) grades of cement concrete of trap / granite / quartzite / gneiss metal for foundation and bedding, including dewatering, form-work, compacting and curing, etc. complete. (for leveling course) | BI01010001010000000000000515BI0100001122 | 1.76 | Cum |
| 11 | 11 | Item No.4 Providing and laying in situ cement concrete of trap / granite / quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering , form work, compaction, finishing and curing etc. complete.Excluding M.S. or tor reinforcement Grade M 200 (1:1:5:3) RCC Ring Beams / Lintels | BI01010001010000000000000515BI0100001123 | 3.95 | Cum |
| 12 | 12 | Vertical Walls M 200 | BI01010001010000000000000515BI0100001124 | 24.18 | CUM |
| 13 | 13 | Item No.5 :- Providing and fixing in position tor steel bar reinforcement of various dia. For RCC work as per detailed drawings, designs and schedules including cutting, bending, hooking, the bars, binding with wire and supporting as required etc. complete. (including cost of binding wire) | BI01010001010000000000000515BI0100001125 | 1.96 | MT |
| 14 | 14 | Item No.6:- Providing and fixing in position C.I. Dapuri setps or 22 mm dia. M.S. bar steps with proper anchorage, etc. and providing & applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge | BI01010001010000000000000515BI0100001126 | 20 | No |
| 15 | 15 | Item No.7. Dewaterinjg the excavated trenches and pools of water in the building trenches / pipeline trenches , well works by using pupms and other devices including disposing off water to safe distance as directed by Eng. Charges (including cost of machinery labour, fuel ) etc. complet. | BI01010001010000000000000515BI0100001127 | 1700 | Bhp / hrs |
| 16 | 16 | Item No8 :- Providing and fixing weep holes of PVC pipes 90 mm, including all taxes octroi, loading, labour charge etc. complete. | BI01010001010000000000000515BI0100001128 | 6.3 | Rm |
| 17 | 17 | Item No.9 a)- Providing dry trap/granite/quartzite rubble stone soling in15 cm to 20 cm thick layers including hand packing etc. complet. | BI01010001010000000000000515BI0100001129 | 86.85 | Cum |
| 18 | 18 | Item No.9 Refilling in trenches with selected available excavated stuff in 15 cm layers with all leads and lifts including consolidation surcharging etc. complet. | BI01010001010000000000000515BI0100001130 | 86.85 | Cum |
| 19 | 19 | Items No.10:- Providing and fixing information board of 1.50 m x 1.20 m Size made form M. S angles and G. I Sheet inckuding fixing etc complete as directed by Engineer in – Charges. | BI01010001010000000000000515BI0100001131 | 1 | Nos. |
| 20 | 20 | subwork no.1 percolation well at Vitthalwadi Item No.1 :-Dismantling U.C.R. Masonary including neat Stacking reusable material etc. complete, | BI01010001010000000000000515BI0100001132 | 20.41 | Cum |
| 21 | 21 | Items No.1a:- Excavation in general in soft material wet or dry conditiing for soft soil, soft murum, hard murum with boulders in wet or dry condition for condition for head work such as percolation well, jack well well. Etc. for lift 0 to 1.50 M and lead of 150 M including baricating, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in charge, etc. complete, excluding refilling (for head works on river for initial lift 0 to 1.5 m ) etc. complit for head work | BI01010001010000000000000515BI0100001133 | 79.49 | Cum |
| 22 | 22 | Lift 1.50 to 3.00 M | BI01010001010000000000000515BI0100001134 | 16.9 | Cum |
| 23 | 23 | Item No.1- Excavation in general in hard matrial comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting / chiseling as required in wet or dry condition for head works such as intake well,connecting Pipes, jack well, & Pump house supplu well etc. for lift 0 to 1.50 M and lead of 150 M including baricating, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, etc. complete, excluding refilling. (for head works on rive for initial lift o to 1.5 m)etc complit. Lift 1.50 to 3.00 M | BI01010001010000000000000515BI0100001135 | 50.24 | Cum |
| 24 | 24 | Lift 3.00 to 4.50 M | BI01010001010000000000000515BI0100001136 | 42.39 | Cum |
| 25 | 25 | Lift 4.50 to 6.00 M | BI01010001010000000000000515BI0100001137 | 42.39 | Cum |
| 26 | 26 | Lift 6.00 to 7.50 M | BI01010001010000000000000515BI0100001138 | 42.39 | Cum |
| 27 | 27 | Lift 7.50 to 9.00 M | BI01010001010000000000000515BI0100001139 | 42.39 | Cum |
| 28 | 28 | Lift 9.00 to 10.50 M | BI01010001010000000000000515BI0100001140 | 42.39 | Cum |
| 29 | 29 | Lift 10.50 to 12.00 M | BI01010001010000000000000515BI0100001141 | 42.39 | Cum |
| 30 | 30 | Item No.3 :- :- Providing and laying in situ PCC M: 150 (1:2:4) grades of cement concrete of trap / granite / quartzite / gneiss metal for foundation and bedding, including dewatering, form-work, compacting and curing, etc. complete. (for leveling course) | BI01010001010000000000000515BI0100001142 | 1.76 | Cum |
| 31 | 31 | Item No.4 Providing and laying in situ cement concrete of trap / granite / quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering , form work, compaction, finishing and curing etc. complete.Excluding M.S. or tor reinforcement Grade M 200 (1:1:5:3) RCC Ring Beams / Lintels | BI01010001010000000000000515BI0100001143 | 3.95 | Cum |
| 32 | 32 | Vertical Walls M 200 | BI01010001010000000000000515BI0100001144 | 19.04 | CUM |
| 33 | 33 | Item No.5 :- Providing and fixing in position tor steel bar reinforcement of various dia. For RCC work as per detailed drawings, designs and schedules including cutting, bending, hooking, the bars, binding with wire and supporting as required etc. complete. (including cost of binding wire) | BI01010001010000000000000515BI0100001145 | 1.6 | MT |
| 34 | 34 | Item No.6:- Providing and fixing in position C.I. Dapuri setps or 22 mm dia. M.S. bar steps with proper anchorage, etc. and providing & applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge | BI01010001010000000000000515BI0100001146 | 20 | No |
| 35 | 35 | Item No.7. Dewaterinjg the excavated trenches and pools of water in the building trenches / pipeline trenches , well works by using pupms and other devices including disposing off water to safe distance as directed by Eng. Charges (including cost of machinery labour, fuel ) etc. complet. | BI01010001010000000000000515BI0100001147 | 1700 | Bhp / hrs |
| 36 | 36 | Item No8 :- Providing and fixing weep holes of PVC pipes 90 mm, including all taxes octroi, loading, labour charge etc. complete. | BI01010001010000000000000515BI0100001148 | 6.3 | Rm |
| 37 | 37 | Item No.9 a)- Providing dry trap/granite/quartzite rubble stone soling in15 cm to 20 cm thick layers including hand packing etc. complet. | BI01010001010000000000000515BI0100001149 | 13 | Cum |
| 38 | 38 | Item No.9 Refilling in trenches with selected available excavated stuff in 15 cm layers with all leads and lifts including consolidation surcharging etc. complet. | BI01010001010000000000000515BI0100001150 | 12.99 | Cum |
| 39 | 39 | Item Description | BI01010001010000000000000515BI0100001151 | 1 | Nos |
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