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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-Finance | L1 | Accepted-Finance BOQ Rate is less than other | |
| 2 | L2₹3.4 L+₹2,145.70 (0.64%)Rejected-Finance | L2 | Rejected-Finance BOQ Rate is Gretar than other | |
| 3 | L3₹3.4 L+₹2,505.24 (0.74%)Rejected-Finance | L3 | Rejected-Finance BOQ Rate is Gretar than other |
Tender Value
Refer Docs
EMD Value
₹2,500
Closing Date
22 May 2020, 2:00 pmClosed
Sarpanch / Gramsevak
Ap - Pimpari Dumala
Providing Drainage line at Gotham area Providing and Constructing R.C.C Vertical Wall at Perolation Well Providing Submersible Electric Pumps And Rising main of Pimpari Dumala Village (Material)
2020_RDPUN_575218_2
GP TENDER / 2018-19/ 01
Open Tender
Water Equipments/ Meter/ Drilling/ Boring
Item Rate
65 days
Grampanchayat Pimpari Dumala
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Online Payment
₹2,500
Yes
22 May 2020
18 May 2020
22 May 2020
18 May 2020
22 May 2020
18 May 2020
Amount
Sub Estimate 1 - Drainage Line 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.
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means.
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete.
Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988. Note :One collar should be supplied with each full length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below. 200mm Dia RCC NP II
Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985. 200mm Dia RCC NP II
Providing and constructing B.B. masonry circular manhole without conical shape excluding excavation, RCC 1:2:4 proportion, 20 cm bedding brick masonry in CM 1:4 proportion, 23 cm thick for 2 M depth from top 35 cm thick for 2 M below it and 45 cm thick for balance depth, RCC slab at top and at 2 M depth from top for supporting brick masonry above it, plastering with smooth finish in CM 1:2 proportion, C.C. 1:2:4 finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., providing and fixing S.F.R.C. frame and co ver of 56 cm dia. at top including cost of all materials and labour, etc. complete. Cercular Depth UpTO 0.90M
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.
Sub Estimate 2 - RCC Vertical Wall Providing and taying in PCC M:150 (1:2:4) grades of cement concrete of troy granite Quartzite Gneiss metal for foundation and bedding including dewatering form work compacting and curing, ote complete (for leveling course)
Providing and casting in situ Cement concrete of fragrant / quartzite metal of approved quality for RCC work as per detailed drawings and designs as directed by Engine che including normal dewatering form work compaction, finishing the formed surfaces with CM 10 of sufficient minimum thickness if special finish to be pruvided and curing, to complete (excluding rainforcement) A) RCC M-200 grade for Beams & Lintels Lift 0.00 to 500M
B) RCC M-200 grade for Vertical Wall Lit 0.00 to 5 00 M.
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 bers, binding with wire and supporting as required etc complete including cost of binding wire.)
Providing and erecting in position RSJ of section of required dimensions as per design and length as directed and detailed below for headworks, etc including necessary fabrication dniling holes levelling, giving two coats of anti-corrosive paint etc complete
Providing and fixing in position C Dapuri steps or 22 mm dia MS bor staps with proper anchorage, etc. and providing & applying 3 cons of anti-corrosive paint, et complete as directed by Engineer-in-charge
Providing and fixing weep holes of PVC pipes 90 mm, including all taxes octroi, Roading labour charges et complete
Filling in plinth and floors / excavated trenches with approved excavated materials from foundation 15 cm to 20 cm layers including watering Cum and compaction etc complete.
Sub Estimate 3 - Pumping Machinery Providing erection, commissioning and testing 200 mm dia Submersible pumpset capable of discharging as below Against a total head below. From all causes as per detailed specification attached. a) On Percolation Well - Discharge 0 = 4.17 Lps Head - 65.00 M8 HP = 750 BHP
Providing erecting, commissioning testing cubicle LT Panel Board as directed and as per specifications attached (As per rate list Attached)
Cable - Providing erecting commissioning and testing PVC I XLPE insulated Armoured cable, ISI mark 22/11 K/ volts grade with standard or solid conductor as per detalled specifications to complete a) 4 x 16 Sq mm Al. cable
b) Copper conductor 3 core, 10 Sq Mm PVC insulated, PVC Sheated
Providing secting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm din G... Pipe Pressure gauge shall be installed as directed, with tapping on rising main - 100 mm dia
Providing erecting, jointing and commissioning 65 mm dia. Medium duty. G.I. Pipe for pump suction delivery as per detailed specification attached
Providing erecting, jointing and commissioning CI DF Sluice valve 65 mm dia PN 1 rating as per detailed specification attached
Providing, erecting jointing and commissioning CI DF Reflux valve 65 mm dia PN 1 rating as per detailed specification attached
Providing and supplying 25 mm din Single ball Air Valves per IS-10845 and MJP standard specifications of approved make and quality of following diameters including atas (Central Local), railway freight inspection charges, unloading from railway wagons loading into truck transportation upto departmental stores / eite, and fixing in proper position, etc. complete.
Providing and fixing CI/MS flanged pipes and specials as per detailed specifications attached
Providing and fixing Earthing as per detailed specifications and as required -- do -- etc complete A) Providing earthing and giving satisfactory test and trial of pipe type/ plate type as per detailed specifications etc, complete.
Sub Estimate 4 - Rising Main Excavation for foundation pipe/ trenches in earth soil of all types, sand, gravel and soft murum including retrieving the excavated material upto a distance of 50 M and lift upto 1.5 M. stacking and spreading as directed, Dewatering shoring and Strutting, preparing the bed for the foundation etc complete
Excavation for foundation pipe trenches in soft rock and old foundation and me mesorvy foundation asphalt road including removing the excavated material upto a distance of 50 M with n upto 15 M stacking a directed dewatering, showing. structuring. preparing the bed for the foundation and excluding back filing etc complete.
Excavation for foundation / pipe trenches in soft rock / hard rock and old foundation and lime masonry foundation by controlled blasting chiselling including trimming and leveling the bed by chiseling wherever required and removing the excavated material upto a distance of 50 M with lit upto 1.5 M stacking as directed dewatering, showring structing, preparing the bed for the foundation and excluding back filling etc. complete
Providing and supplying in standard lengths PVC / GIMD Pipes as mentioned below as per relevant is specifications excluding GST levied by GOI 8 GOM in all aspect including loading unloading, transportation upto the site of work, paying Third Party (approved by MJP) Inspection charges guarding pipes till hydraulic test is given and lines 80 mm G.I.MD. class Pipes
Providing at site of work PVC/ DI. Specials suitable for as mentioned above pipes as per relevant is specifications including all taxes freight charges, octroi, loading, unloading, transportation upto the site of work, guarding til hydraulic test in given in line is commissioned etc. complete. (5% of tem No 5(a)
Lowering. Laying and jointing PVC/DI Pipes as mentioned below as per relevant is specifications including cost of jointing materials (as per relevant specifications labour. giving satisfactory hydraulic test ete. complete 80 mm G.I.MD. class Pipes
Providing and fuxing as per relevant IS specifications CI D/F sluice valves, suitable types of pressure relief valves etc of following doa. excluding GST levied by GOI & GOM in all respect, Including transportation upto site of work, unloading stacking a) Material 80 mm dia Sluice valve for Washout
80 mm dia. Non-return valve
b) Labour- Jointing 80 mm dia Sluice valve for Washout
80 mm dia. Non-return valve
Providing and constructing chamber of clear inside size 0.90 x 0.45 M in B.B. masonry 2nd sort in CM 1:6, 225 mm thick wall with 12 mm thick cement plaster 1:3 from inside and CM 1:2 pointing from outside, M:100 bedding 15 cm thic including excavation in softihard strata etc Foring RCC MH frame and cover in coping ete, curing. PCC, cost of frame and cover to complete
Filling in plinth and floors / excavated trenches with approved excavated materials from foundation 15 cm to 20 cm layers including watering and compaction etc complete.
Sub Estimate 5 - Miscellaneous Work Providing and fixing information board of 1.50 M X 1.20 M size, Made from MS Angles and GI Sheets including fixing etc complete as directed by engineer--in--charge
Add Charges For GST @ 12%
SUJAY SUNIL MADAGE
M/S P B Pharate
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