Improvement To Smashanbhumi At Kawathe Tal-Wai Dist-Satara
Tender Value
3.50 Lakhs
Estimated cost
Bid Submission
22 Feb 2020
0 days left
EMD
3509
Bank guarantee accepted
Document Fee
100
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Improvement To smashanbhumi At Kawathe Tal-Wai Dis → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement To Smashanbhumi At Kawathe Tal-Wai Dist-Satara
BOQ
| Name of Work : Improvement To smashanbhumi At Kawathe Tal- Wai Dist- Satara | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting for all leads and lifts excetra complete.\nItem / Page No : 2 / 197\nSpecification No : Bd.A.1\nSpec. Page No : 259\n | BI01010001010000000000000515BI0100001112 | 1.7 | Cubic Metre |
| 2 | 2 | Providing dry trap rubble stone soiling 15 centimetre to 20 centimetre thick including hand packing and compacting, excetra complete.\nItem / Page No : 38 / 201\nSpecification No : Bd.A.12\nSpec. Page No : 264\n | BI01010001010000000000000515BI0100001113 | 0.32 | Cubic Metre |
| 3 | 3 | Providing and laying Cast in situ/Ready Mix, cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailling out water, formwork,laying/pumping, compacting and curing excetra complete, with fully automatic micro processor based Programmable Logic Control with Supervisory Control and Data Acquisition enabled reversible Drum Type mixer. - With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)\nItem / Page No : 1 / 226\nSpecification No : Bd.E.1\nSpec. Page No : 287-288\nAdditional Specifications : With additional specifications for controlled concrete. | BI01010001010000000000000515BI0100001114 | 1.46 | Cubic Metre |
| 4 | 4 | Providing and fabricating structural steel work in rolled sections, fixed with connecting plates or angle cleats in main and cross beams, hip and jack rafters, purlins connecting to truss members and the like, as per detailed desings and drawing or as directed incluing cutting, fabricating, hoisting, erecting, fixing in position, making rivetted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, excetra complete. (For Ground Floor)\nItem / Page No : 2 / 223\nSpecification No : BD.C.3\nSpec. Page No : 275\n | BI01010001010000000000000515BI0100001115 | 1.473 | Metric Ton |
| 5 | 5 | Providing and fixing of colour coated zincalume (R) AZ 150 (Minimum 150 grams per square metre total on each sides) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 milimetre base metal thickness (BMT) (0.5 milimetre TCT), Hi-strength steel with minium 550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium, 43.4% zinc, 1.6% silicon) with COLORBOND (R) steel quality super durable polyster paint coat (with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nominal 950-1050 milimetre effective cover width and nominal 25-30 milimetre deep ribs with subtle square fluting in the five pan at nominal 180-250 milimetre center to centre. The end rib shall be designed for anti capilary groove and return leg. The feed material should have coil manufacturer's product details marked at regular interval. Including fasteners with minium fatened with minium 25 um zinc-tin alloy coated, hex head, self-drilling screw, excetra complete. (Weight of profile 4.52 kilogram per square metre). (For Ground Floor)\nItem / Page No : 34 / 302\nAdditional Specifications : The work shall be done as per instructions of Engineer in charge. | BI01010001010000000000000515BI0100001116 | 203.61 | Square Metre |
| 6 | 6 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m X 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols excetra with approved colour shade paint complete, on M.S.angle of size 35 X 35 X 3 milimetre frame with properly cross braced mild steel angles of size 35mmx35mmx3mm duly painted including Two mild steel angle iron posts of size 65 milimetre X 65 milimetre X 6 milimetre, 3.65 metre long painted with alternate black and white bands of 25 centimetre width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 centimetre X 60 centimetre X 75 centimetre including, excavation, refilling, transportation, and labour etc complete. Spec. number As directed by Engineer in Charge\nItem / Page No : 36 / 73\nSpecification No : MoRTH-801\nSpec. Page No : ---\nAdditional Specifications : The work shall be carried out as per instructions of Engineer in charge. | BI01010001010000000000000515BI0100001117 | 1 | Number |
| 7 | 7 | Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor.\nItem / Page No : 3 / 0\nAdditional Specifications : 1. Government of Maharashtra, Revenue and Forest Department Gazette Number 67 Dated 15-5-2015 and Government of Maharashtra Public Works Department State Schedule of Rates 2017-18 General Note Number 4.3. 2. Above / below percentage quoted by the contractor will not be applicable for this item. | BI01010001010000000000000515BI0100001118 | 0.84 | Cubic Metre |
| 8 | 8.01 | Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune.\nItem / Page No : 4 / 0\nAdditional Specifications : 1. The amount of laboratory testing charges will be paid to contractor only after submission of the original receipt from the Vigillence and Quality Control Office with the name of work mensioned on it.Compressive Strength of Cement Concrete Cube\n1 Test for quantity upto 5 cubic metre, 2 Tests for quantity above 5 cubic metre and upto 15 cubic metre, 3 Tests for quantity above 15 cubic metre and upto 30 cubic metre, 4 Tests for quantity above 30 cubic metre and upto 50 cubic metre. For quantity 50 cubic metre and above - 4 Tests + 1 Test for each additional 50 cubic metre | BI01010001010000000000000515BI0100001119 | 1 | Number |
AI Tender Summary
Tender Timeline
Feb 14, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 22, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 24, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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