}

2 . Repair To P . W . S . S . At Vadgaon Nimbalakar Irrigaton Bangalo Zopadpatti . Tal . Baramati . Dist . Pune . Unemployed Engineer . 617592, PUNE-Maharashtra

Rural Development Department has published 2 . Repair To P . W . S . S . At Vadgaon Nimbalakar Irrigaton Bangalo Zopadpatti . Tal . Baramati . Dist . Pune . Unemployed Engineer . 617592. Submission Date for this Tender is 03-06-2020. Water Pipe Line Tenders in PUNE Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

24421058
2 . Repair To P . W . S . S . At Vadgaon Nimbalakar Irrigaton Bangalo Zopadpatti . Tal . Baramati . Dist . Pune . Unemployed Engineer . 617592
Open Tender
Indian
Maharashtra
PUNE
03-06-2020

Tender Details

2 . Repair To P . W . S . S . At Vadgaon Nimbalakar Irrigaton Bangalo Zopadpatti . Tal . Baramati . Dist . Pune . Unemployed Engineer . 617592

Key Value

Document Fees
INR 200 /-
EMD
INR 6176.0 /-
Tender Value
INR 6.17 Lakhs /-

BOQ Items

Name of Work:- 2.Repair to P.W.S.S.at Vadgaon Nimbalakar (Irrigaton Bangalo Zopadpatti) Tal.Baramati.Dist.Pune.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Item No.1:-Excavation for foundation / pipeline trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50m and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete. BI01010001010000000000000515BI0100001113 119 cum
2 2 Item No.2:-'Excavation for foundation / pipeline trenches in hard murum including removing the excavated material upto a distance of 50m and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete. BI01010001010000000000000515BI0100001114 119 cum
3 3 Item No.3:-Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation,ashphalt raod including removing the excavated material up to a distance of 50 M. beyond the area and lifts as below, stacking and spreading as directed by Engineer - in charge, normal dewatering, preparing the bed for foundation and excluding back filling etc.complete. BI01010001010000000000000515BI0100001115 119 cum
4 4 Item No.4:-'Excavation for foundation / pipeline trenches in hard rock by blasting including removing the excavated material upto a distance of 50m and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete. BI01010001010000000000000515BI0100001116 238 cum
5 5 Item No.5:-Providing and supplying in standard length G.I. pipes of following class and dia including cost of conveyance to the departmental store / siteof work including cost of labur material cxceft cement solvent rubber ring given satisfactory hydrolic testing as per IS code etc.complete. a) 80 mm dia G.I.Pipe BI01010001010000000000000515BI0100001117 60 Rmt
6 6 Item No.6:-Lowering,layng and jointing with GI pipes and specials of following class and dia including cost of conveyance from store to site of works including cost of all labour ,material except cement solvent,rubber rings,giving satisfactory hydraulic test as per IS code etc.complete. a) 80 mm dia G.I.Pipe BI01010001010000000000000515BI0100001118 60 Rmt
7 7 Item No.7:-Providing and supplying in standard length ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers as per IS specification No.4985/1988 including all local and central taxes,transportation, freight charges, inspection charges,loading,unloading conceyance to the departmental store / site and stacking the same in closed shade duly protected from sun rays and rains including cost of jointing material i.e. solvent cement etc.complete. a) 90 mm dia P.V.C.pipe 6kg/cm2 BI01010001010000000000000515BI0100001119 850 Rmt
8 8 Item No.8:-laying ,lowering,laying and jointing of P.V.C. pipe of following class and dia including all local and central taxes octroi,inspection charges,transportation to store etc.complete. a) 90 mm dia P.V.C.pipe 6kg/cm2 BI01010001010000000000000515BI0100001120 850 Rmt
9 9 Item No.9:-'Providing and fixing ISI mark CIDF sluice valves and Air valve of following class and dia including all taxes,freight charges,inspection charges,loand,unloading charges etc.complete.sluice valve as per IS-780 and 2906 -1984 a) 80 mm dia Sluice valve BI01010001010000000000000515BI0100001121 2 Nos
10 10 Item No.10:-Laying and fixing ISI mark CIDF sluice valves and Air valve of following class and dia including all taxes,freight charges,inspection charges,loand,unloading charges etc.complete.sluice valve as per IS-780 and 2906 -1984 a) 80 mm dia Sluice valve BI01010001010000000000000515BI0100001122 2 Nos
11 11 Item No.11:-'Providing and fixing ISI mark CIDF sluice valves and Air valve of following class and dia including all taxes,freight charges,inspection charges,loand,unloading charges etc.complete.sluice valve as per IS-780 and 2906 -1984 a) 25 mm dia Air valve BI01010001010000000000000515BI0100001123 2 Nos
12 12 Item No.12:-Laying and fixing ISI mark CIDF sluice valves and Air valve of following class and dia including all taxes,freight charges,inspection charges,loand,unloading charges etc.complete.sluice valve as per IS-780 and 2906 -1984 a) 25 mm dia Air valve BI01010001010000000000000515BI0100001124 2 Nos
13 13 Item No.13:-Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material in 15 cm layers with all leads and lits including consolidation,surcharging etc.compelte.A) Murum Bedding BI01010001010000000000000515BI0100001125 89.25 cum
14 14 B) Rifilling the treanches BI01010001010000000000000515BI0100001126 500.35 cum
15 15 Item No.14:-providing and const B.B.masoanry valve chamber with 15cm thick 1:3:6 proportion PCC bedding excluding excavation B.B.masonary in CCM 1:5 prooration 12mm thick cement plaster in CM 1:4 proporation on both side with providing and fixing C.I.manhole frame and cover in RCC 1:2:4 coping or RCC and cover in RCC proporation x 15 cm thick slab etc complete as direted by Engineer -in-charges (wall thickness 0.23 M for Depth of 1.2 M and 0.35 M balance depth excluding 1.2M) 60 x45 cm internal size BI01010001010000000000000515BI0100001127 2 Nos
16 16 Add 12% GST BI01010001010000000000000515BI0100001128 1 Nos
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