Repair To Pipe Water Supply Scheme At Kosumb Sahanechiwadi Tal Sangameshwar Dist Ratnagiri
Tender Value
4.98 Lakhs
Estimated cost
Bid Submission
25 May 2020
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sangameshwar → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Repair To Pipe Water Supply Scheme At Kosumb Sahanechiwadi Tal Sangameshwar Dist Ratnagiri
BOQ
| Name of Work: Repair to Pipe Water Supply Scheme at Kosumb Sahanechiwadi Tal Sangameshwar Dist Ratnagiri | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | SUB ESTIMATE NO - 1 RISING MAIN | BI01010001010000000000000515BI0100001113 | 1 | cum |
| 2 | 2 | Item No1:-Providing & supplying in standard lengths polyethelene pipes, confirming to I.S.I.4984/14151/ 12786/13488 with necessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint, including all local ¢ral taxes, transpotation and fright charges inspection charges, loading / unloading charges, conveyance to the deparmental stores / site & stacking the same in closed shade duely protecting from sunrays & rains, etc. complete H.D.P.E Pips 63 mm 10 kg/sqcm | BI01010001010000000000000515BI0100001114 | 375 | Rmt |
| 3 | 3 | Item No2:-Providing &laying of verious diameters of verious type of vales medium class I.S.I. Mark including all labours, materials, octry,all taxes completed. etc. completed. | BI01010001010000000000000515BI0100001115 | 1 | Nos |
| 4 | 4 | 25 mm Dia.1.6 Air Valves | BI01010001010000000000000515BI0100001116 | 3 | Nos |
| 5 | 5 | Item no 3 :-Excavation for foundation / pipe trenches in Hard murum &boulders, W.B.M. road including removing the excavated materials upto a distance 50 meter beyond the area and lifts as below, stacking and spreding as directed by Engineer - in - charge, normal dewatering, preparing the bed for foundation and excluding back filling, etc. complete. | BI01010001010000000000000515BI0100001117 | 141.75 | Cum |
| 6 | 6 | Item no 4:-Excavation for foundation / pipe trenches in hard rock by controlled blasting including trimming and levelling the bed by chiselling where necessary & removing the excavated material & stacking it in measu-rable heaps,within a distance of 50 m. from the area & lift as below, normal dewatering, 1.50m stacexcluding back filling, etc. complete. | BI01010001010000000000000515BI0100001118 | 60.75 | Cum |
| 7 | 7 | Item No5:-Lowering Laying in standard lengths polyethelene pipes, of following class and dia. Including cost of conveyance from store to site of works including cost of all labour, giving satisfactory hydraulic testing as per IS code, etc.complete. / H.D.P.E Pips 63 mm 10 kg/sqcm | BI01010001010000000000000515BI0100001119 | 375 | Rmt |
| 8 | 8 | Item No6:-Lowering laying and fixing in proper alignment and position all types of C.I. valves etc. as directed by Engineer including all labours, materials, octry,all taxes completed. etc. completed | BI01010001010000000000000515BI0100001120 | 1 | Nos |
| 9 | 9 | 25 mm Dia. PN 1.6 Air Valves | BI01010001010000000000000515BI0100001121 | 3 | Nos |
| 10 | 10 | Item No 7:- Providing &laying in situ P.C.C. 1:2:4 (M-15) of trap metals as per detailed drawing including formwork compacting curing etc. complete. | BI01010001010000000000000515BI0100001122 | 3.84 | Cum |
| 11 | 11 | Item No 8:- Refilling the trenches with available excavated stuff with soft material fist ovar pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. | BI01010001010000000000000515BI0100001123 | 201.012 | Cum |
| 12 | 12 | SUB ESTIMATE NO - 2 DISTRIBUTION PIPE LINE | BI01010001010000000000000515BI0100001124 | 1 | Rmt |
| 13 | 13 | Item No1:-Providing & supplying in standard lengths polyethelene pipes, confirming to I.S.I.4984/14151/ 12786/13488 with necessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint, including all local ¢ral taxes, transpotation and fright charges inspection charges, loading / unloading charges, conveyance to the deparmental stores / site & stacking the same in closed shade duely protecting from sunrays & rains, etc. complete | BI01010001010000000000000515BI0100001125 | 1 | Rmt |
| 14 | 14 | a)90 mm dia 6 kg/sqm | BI01010001010000000000000515BI0100001126 | 120 | Rmt |
| 15 | 15 | b)50 mm dia 6 kg/sqm | BI01010001010000000000000515BI0100001127 | 600 | Rmt |
| 16 | 16 | Item No2:-Providing &laying of verious diameters of verious type of vales medium class I.S.I. Mark including all labours, materials, octry,all taxes completed. etc. completed. | BI01010001010000000000000515BI0100001128 | 1 | Nos |
| 17 | 17 | 80 mm dia Sluice Valves. P N 1.6 | BI01010001010000000000000515BI0100001129 | 1 | Nos |
| 18 | 18 | 50mm dia. Sluice Valves. P N 1.6 | BI01010001010000000000000515BI0100001130 | 1 | Nos |
| 19 | 19 | 25 mm Dia. Air Valves | BI01010001010000000000000515BI0100001131 | 3 | Nos |
| 20 | 20 | Item no3:-Excavation for foundation / pipe trenches in Hard murum &boulders, W.B.M. road including removing the excavated materials upto a distance 50 meter beyond the area and lifts as below, stacking and spreding as directed by Engineer - in - charge, normal dewatering, preparing the bed for foundation and excluding back filling, etc. complete. | BI01010001010000000000000515BI0100001132 | 181.44 | Cum |
| 21 | 21 | Item no4:-Excavation for foundation / pipe trenches in hard rock by controlled blasting including trimming and levelling the bed by chiselling where necessary & removing the excavated material & stacking it in measu-rable heaps,within a distance of 50 m. from the area & lift as below, normal dewatering, 1.50m stacexcluding back filling, etc. complete. | BI01010001010000000000000515BI0100001133 | 77.76 | Cum |
| 22 | 22 | Item No5:-Lowering Laying in standard lengths polyethelene pipes, of following class and dia. Including cost of conveyance from store to site of works including cost of all labour, giving satisfactory hydraulic testing as per IS code, etc.complete. | BI01010001010000000000000515BI0100001134 | 1 | Rmt |
| 23 | 23 | 90 mm dia 6 kg/sqm | BI01010001010000000000000515BI0100001135 | 120 | Rmt |
| 24 | 24 | 50 mm dia 6 kg/sqm | BI01010001010000000000000515BI0100001136 | 600 | Rmt |
| 25 | 25 | Item No6:-Lowering laying and fixing in proper alignment and position all types of C.I. valves etc. as directed by Engineer including all labours, materials, octry,all taxes completed. etc. completed. | BI01010001010000000000000515BI0100001137 | 1 | Rmt |
| 26 | 26 | a)80 mm dia Sluice Valves. P N 1 | BI01010001010000000000000515BI0100001138 | 1 | Rmt |
| 27 | 27 | 50mm dia. Sluice Valves. P N 1 | BI01010001010000000000000515BI0100001139 | 1 | Nos |
| 28 | 28 | 25 mm Dia. Air Valves | BI01010001010000000000000515BI0100001140 | 3 | Nos |
| 29 | 29 | Item No 7 :- Refilling the trenches with available excavated stuff with soft material fist ovar pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete | BI01010001010000000000000515BI0100001141 | 256.728 | Cum |
| 30 | 30 | Item No8:- Providing &laying in situ P.C.C. 1:2:4 (M-15) of trap metals as per detailed drawing including formwork compacting curing etc. complete. | BI01010001010000000000000515BI0100001142 | 1.92 | Cum |
| 31 | 31 | Item No9:-Providing &constructing two taps standpost as per type design with excavation 15cm thick PCC 1:3:6 bedding 20mm thick PCC 1:2:4 concrete for platform of 1.75m dia. With side curb and bucket rest, 80mm dia, heavy duty GI pipe central post duly filled therein with C. C.1:2:4 5m long,20mm dia. medium G.I. pipe from point of tapping to standpost additional 20mm dia. G.I. pipe fixed vertically upto 15mm dia. self closing water taps, one brass ferrule etc. complete together with all labour and material charges as per drawing and as directed by Engineer- in-charge when good foundation is available. Rate includes draining arrangement by excavating open gutters. | BI01010001010000000000000515BI0100001143 | 2 | Nos |
| 32 | 32 | G.S.T. 12% | BI01010001010000000000000515BI0100001144 | 1 | No |
AI Tender Summary
Tender Timeline
May 18, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMay 25, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 27, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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