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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26,944.80Accepted-AOC 21 B GANESH NAGAR BUDHWAR PETH DIST SOLAPUR | SOLAPUR | SOLAPUR | MAHARASHTRA | ₹26,944.80 | L1 | Accepted-AOC Accepted |
| 2 | L1₹26,944.80Accepted-AOC | ₹26,944.80 | L1 | Accepted-AOC Accepted |
| 3 | L1₹26,944.80Accepted-AOC | ₹26,944.80 | L1 | Accepted-AOC Accepted |
| 4 | M T Khedkar jaysingpur L1₹26,944.80Accepted-AOC | ₹26,944.80 | L1 | Accepted-AOC Accepted |
| 5 | L1₹26,944.80Accepted-AOC NEPTI TALUKA AND DISTRICT AHILYANAGAR | AURANGABAD | MAHARASHTRA | 431112 | ₹26,944.80 | L1 | Accepted-AOC Accepted |
Tender Value
₹1.7 Cr
EMD Value
₹1.5 L
Closing Date
12 Dec 2023, 3:00 pmClosed
Sr. Geologist, GSDA Sangli
O/o Sr. Geologist, GSDA Sangli, 201, Central administrative Building, Vijaynagar Sangli 416415
Empanelment of Agencies and Rate fixation for Construction of Recharge Shaft under JJM and Various schemes
2023_DGSSA_965557_1
01/2023-24
Open Tender
Drilling Works
Empanelment
365 days
Sangali district
As mention in tender document
2 documents required · 2 mandatory
₹2,360
₹1.5 L
O/o Sr. Geologist, GSDA Sangli
9 Feb 2024
28 Nov 2023
13 Dec 2023
28 Nov 2023
12 Dec 2023
28 Nov 2023
1 Dec 2023
Amount
Item No. 1 - Site preparation/cleaning
Item No. 2 - Excavator (JCB JSI 140 / Tata Hitachi ex 120 or Equivalent) for Recharge shaft side temporary road making work for bore well machine to reach nalla bed etc. completed.
Item No. 3 - Drilling Of borewell of 150 mm dia (in soil & murum strata 200/215 mm dia.and in hard rock 150 mm) by D.T.H. machine including transportation of machine at work site.
Item No. 4 - Providing, Supplying, Lowering, handling & grouting 180 mm dia. PVC casing pipe (6 kg/cm2) (IS 4985-1988)
Item No.- 5 Providing, Supplying & Fixing 180 mm dia PVC Borewell Endcap
Item No. 6 - Provision for perforation 6 to 8 mm dia. holes in PVC Casing pipe from bottom of recharge pit & upward direction in 0.75 mtr.length 14 rows at 5 cm c/c & each row contains 4 holes . The Total no.of holes 14 x 4 = 56 & as directed by Engineer / Geologist or any official in charge.
Item No. 7 - Providing Chicken Mesh for wrapping around the PVC casig pipe including 5% fabrication losses etc. complete (2*3.14*0.18*0.50 = 0.5652)
Item No. 8- Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259)Lift 0 to 1.5 M
Item No. 9 - Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto 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 backfilling, etc. complete. (Bd- A-3/259)
Item No. 10 - Excavation for foundation / pipe trenches insoft rock and old cement and limemasonry foundation asphalt road includingremoving the excavated material upto adistance of 50 M beyond the area and lifts asbelow, stacking as directed by Engineer-incharge,normal ewatering, preparing the bedfor foundation and excluding backfilling, etc.complete. (Bd-A-4/259)
Item No. 11 - Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling,wedging, line drilling by mechanicalmeans or by all means other than blastingincluding trimming and levelling the bed,removing the excavated material upto adistance of 50 metres beyond the area and lifts as below, stacking as directed byEngineer-in-charge, normal dewatering,excluding backfilling, etc. complete by allmeans. (Bd-A-6/259)
Item No. 12 -Providing ISI standard R.C.C. pipe 900 mm dia Class-NP-II, (Ref. M.J.P.Schedule of Rates 2021-22, Section -I(V)R.C.C.PIPES Sr.No. 1, d) NP-II Class Page No.97. Rs.2505 per meter + lead charges for 10 km 162.50 =2667.50
Item No. 13 -Lowering and Laying R.C.C. pipe 900 mm dia, etc complete (Ref. M.J.P. Pune Region Schedule of Rates 2021-22, Section -I(VI) RCC Pipes
Item No. 14 - Provision for perforation of RCC pipe As directed by Site in Charge.
Item No. 15 - Providing & Fixing R.C.C. cover cap for 900 mm dia. R.C.C. pipe with with two hooks for lifting and handling etc. complete R.C.C. Concrete 3.14*0.4*0.4*0.1 = 0.05 CU.M. Steel 0.05*7% =0.0035 *7850 = 27.48 KG Total rate of RRC Cover =(0.05*6653)+((27.48/1000)*66218)=2152.32
Item No.16 - Providing structural steel work in rolled sections like joists, channels, angles,tees, etc. as per detailed designs anddrawings including fixing in position withoutconnecting plates, braces, etc. and onecoat of anticorrosive paint and over it twocoats of oil painting of approved uality and shade, etc. complete. (Bd-C-2/275) ( M.S.Angles of dimensions (50 mm x50 mm x 6 mm) of length 32 RMT as per drawing (Vertical angles 8 No.x 2 M + Horizontal angles 8 No. x 2 M ( 1 meter angle (50x50x6mm) weight is equal to 4.5 kg. approximate so 32+5% fab losses = 33.60 Rmt *4.5 = 151.20 KG ) MJP Schedule of Rates 2021-22, Section - F - Iorn & Strucutral steel work Sr.no.4 Page No. 47
Item No.17 - Providing jali welded mesh 25*25*13 gauge for filter media including 5% fabrication losses etc. complete. (Ref. P.W.D. Schedule rates 2021-22, Building (Bd-T : Doors and windows) (2*2*5 = 40 sq.mtr)
Item No. 18 - Provision for onsite drilling of holes,welding ,threading,fabrication, bolting ,etc for fixing of M.S.Angles of dimensions (50 mm x50 mm x 6 mm) of length 32 RMT as per drawing MJP Schedule of Rates 2021-22, Section - B Labour & Machinery Sr.no.13)
Item No. 19 - Providing and applying two coats of epoxy paints on welded mesh and M.S.angles (inside and out side)
Item No. 20 -Providing & Filling 40 mm size agggregate as filter media inside Pit
Item No. 21 - Providing & Filling 20 mm size agggregate as filter media in between the welded mesh and RCC pipe inside the Pit
Item No. 22 - Providing & Filling 10 mm size agggregate as filter media in between the welded mesh and RCC pipe inside the Pit
Item No. 23 - Filling 40mm, 20mm & 10 mm size agggregate Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. PWD CSR SECTION E EXCAVATION page no. 45 SR.NO. 15
Item No. 24 - Providing and Constructing gabion structure 1 Meter high or required section made up of soft mechanically woven hexagonal shaped G.I. wire confirming to IS 16014:2012 having zinc plus PVC coating of over all diameter of 3.7mm and tyinglacing wire of 3.2 mm with edge wire confirming to over all diameter 4.4 mm edges being mechanically selvedge including placing inposition, fitting neatly with trap stone rubble (15to23cm) allloo seends to besecurelytied (Excluding transportation)etc.complete.(In Drycondition and forunder water installation extra cost to be considered) PWD SSR SR.NO.331 PAGE NO.55
Item No. 25 - Photography & Video shooting etc complete per Recharge Shaft (min 3 photo i.e.initial stage, work in progress stage and completion stage)
Rahul Mohan Mali
Ranjitsinh Sambhajirao Thorat
Krushikanya Research Enterprises
SHRI SANTOSH AMBADAS LOKHANDE
Shri Balasaheb Jagannath Sawant
SAIKRUPA BORWEL SERVICE AND AGENCE
Ms. Jaimalhar Mechinical Works,Hardware and Construction
Anil Shamrao Patil
Santosh J Bondarde
SAHYADRI CONSTRUCTION
M.SANGRAM CONSTRUCTION(PROP.SAYYAD FARUK CHANDBHAI)
M/S SAIKRUPA BORWELL
M T Khedkar jaysingpur
VAISHNAVI BALAJI GAVALI
M/S VEDANT EARTHMOVERS AND ENTERPRISES
Krushiraj InfraStructure
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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