Construction & Extension Of Pathology/Laboratory Room Including Plumbing, Sanitary And Electrical Works At Esic Model Hospital, Beltola, Assam
Tender Value
5.98 Lakhs
Estimated cost
Bid Submission
30 Sep 2019
0 days left
EMD
12000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
ESIS Hospital Tinsukia → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction & Extension Of Pathology / Laboratory Room Including Plumbing, Sanitary And Electrical Works At Esic Model Hospital, Beltola, Assam
BOQ
| Name of Work: Construction & Extension of Pathology/Laboratory Room including Plumbing, Sanitary and Electrical Works at ESIC Model Hospital, Beltola, Assam | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | DSR 2018 Reference | Quantity | Units | |
| 1 | 1 | Selection of site by means of electronic testing device or any other method to find out the availability of underground water inside the hospital pemises for the guarenteed water discharge through the proposed bore well. Providing water logging test with electro-logging equipment and required machinery for ascertaining/logging aquifers encountered in bore well and arranging and defining the water availability test giving test report of geo-hydrologist from govt. approved laboratories recommending water bearing zones,TDS of water etc compete as directed by ESIC engineer | MR | 1 | Job |
| 2 | 2.1 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, | 23.1 | ||
| 3 | 2.11 | All types of soil\n300 mm dia | 23.1.1.1 | 50 | metre |
| 4 | 2.12 | Rocky strata including Boulders\n300 mm dia | 23.1.2.1 | 40 | metre |
| 5 | 2.2 | beyond 90 metre & upto 150 metre depth below ground level. | |||
| 6 | 2.21 | All types of soil\n300 mm dia | 23.2.1.1 | 20 | metre |
| 7 | 2.22 | Rocky strata including Boulders\n300 mm dia | 23.2.2.1 | 20 | metre |
| 8 | 3 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.\n150 mm nominal size dia having minimum wall thickness 5.00 mm | 23.10.2 | 110 | metre |
| 9 | 4 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.\n150 mm nominal size dia | 23.11.2 | 20 | metre |
| 10 | 5 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, inrequired thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge | 23.7 | 2 | Cum |
| 11 | 6 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:\n300 mm dia | 23.13.3 | 1 | each |
| 12 | 7 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.\n200 mm clamp | 23.14.3 | 2 | each |
| 13 | 8 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).\n200 mm dia | 23.15.3 | 1 | each |
| 14 | 9 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.\n50 mm nominal outer dia Pipes | 18.9.6 | 10 | metre |
| 15 | 10 | Three phase Submersible motor pump set (Texmo / Crompton Greaves/ Aquatic/ CRI/ V-Guar suitable for 100 mm bore well and above.7.5 HP STAGE 40/ 50 with MCB controlled Submersible motor pump set control panel. The above rate inclusive of control panel and SITC complete in all respect as per the direction of Engineer-in-charge | 39.7.7\n(APWD SOR 13-14) | 1 | each |
| 16 | 11 | Providing & laying of 3 core 4 sqmm flat submersible pump cable with copper wire of electrolyte grade conducror confirming to general specification as per IS 694latest edition fro submerssiblle pump to electric panel including water proofing cable joit as per requirementas per direction of engineer in charge | M.R. | 180 | metre |
| 17 | 12 | Supplying, assembling, lowering and fixing in vertical position in bore well UPVC column pipe for submerssible borewll pump safe pulling heavy duty pipe, conforming to IS: 12818, including labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.\n40 mm nominal size dia | M.R.. | 150 | metre |
| 18 | 13 | 10 mm stranded wire rope | M.R… | 140 | metre |
| 19 | 14 | Supplying,fitting and fixing double leaf heavy duty iron gate, frame made from 50mm x 6mm M.S. flat iron with another horizontal flat at the middle, 20mm dia M.S bars at 200mm apart from bottom flat to top flat and 20mm dia M.S. bars at 200mm apart from bottom flat to middle flat including drilling, welding etc. complete. All vertical bars are to be protruded at least 100mm above the middle and top flat is to be flattended and pointed as directed. Necessary locking arrangement on both faces, arrangement for temporary closing the gate and 2nos. (minium) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embeded in C.C brick pillars as necessary including aredoxide painting to all iron works as directed and specified. (Separate payment will be made for posts). | 17.11\n(APWD SOR 13-14) | 4 | qtl |
AI Tender Summary
Tender Timeline
Sep 10, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 30, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 01, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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