Corrigendum - Construction Of Retaining Wall At Pandharechiwadi Tal Wai
Tender Value
4.43 Lakhs
Estimated cost
Bid Submission
14 Jan 2020
0 days left
EMD
4436
Bank guarantee accepted
Document Fee
100
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Construction of Retaining wall at Pandharechiwadi → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Corrigendum - Construction Of Retaining Wall At Pandharechiwadi Tal Wai
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 03-Jan-2020 | Date Extention | Date | 08-Jan-2020 |
| 2 | 09-Jan-2020 | Date | Date | 11-Jan-2020 |
| 3 | 11-Jan-2020 | DateExtention | Date | 14-Jan-2020 |
BOQ
| Name of Work : Construction of Retaining wall at Pandharechiwadi Tal- Wai | |||||
|---|---|---|---|---|---|
| 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 / 187\nSpecification No : Bd.A.1\nSpec. Page No : 259\n | BI01010001010000000000000515BI0100001112 | 29.97 | Cubic Metre |
| 2 | 2 | Providing rubble filling of trap stones for foundations including hand packing, filling gravel / sand in the voids, excetra complete.\nItem / Page No : 1 / 107\nSpecification No : CD.1\nSpec. Page No : 159\n | BI01010001010000000000000515BI0100001113 | 7.99 | Cubic Metre |
| 3 | 3 | Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneiss metal in foundations including necessary form work, compacting and curring, excetra complete. (with reversible drum type mixer with Supervisory Control and Data Acquisition with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )\nItem / Page No : 4 / 107\nSpecification No : CD.3\nSpec. Page No : 160\n | BI01010001010000000000000515BI0100001114 | 5.99 | Cubic Metre |
| 4 | 4 | Providing cast in situ / ready mix M-10 grade cement concrete for head walls of cross drainage work / retaining walls excetra including necessary form work, compaction, finishing and curing excetra complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with Supervisory Control and Data Aquisition with Natural / VSI standard Artificial Sand)\nItem / Page No : 28 / 110\nSpecification No : CD.8\nSpec. Page No : 163\nAdditional Specifications : With addtional specifications for controlled concrete. | BI01010001010000000000000515BI0100001115 | 49.84 | Cubic Metre |
| 5 | 5 | Providing, laying and fixing polyvinyl chloride pipe of 75 milimetre dia with fittings such as bends, tees, reducers, clamps, excetra inclduding necessary excavation, trench filling, excetra complete.Including removing existing pipe line if necessary and conveying and stacking thesame in PWD chowky or as directed excetra complete.\nItem / Page No : 27 / 346\nAdditional Specifications : The work shall be done as per instructions of Engineer in charge. | BI01010001010000000000000515BI0100001116 | 8 | Running Metre |
| 6 | 6 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metres including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness, breaking clods, dressing to the required lines, curves, grade and section, watering and compaction with vibratory roller with V_Sat attachment to achive not less than 97 percent of standard proctor density, etc. complete. (Material obtained from Other sources)\nItem / Page No : 28 / 31\nSpecification No : MORTH-305\nSpec. Page No : 63-77\n | BI01010001010000000000000515BI0100001117 | 33.8 | Cubic Metre |
| 7 | 7 | 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 etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge\nItem / Page No : 36 / 76\nSpecification No : MoRTH-801\nSpec. Page No : ---\nAdditional Specifications : The work shall be carried out as per instructions of Engineer in charge. | BI01010001010000000000000515BI0100001118 | 1 | Number |
| 8 | 8 | 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 : 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. | BI01010001010000000000000515BI0100001119 | 64.94 | Cubic Metre |
| 9 | 9.01 | 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.Crushing Value / Compressive Strength, Water Absorption, Specific Gravity Test for Stone / Rubble\n1 Test per Source | BI01010001010000000000000515BI0100001120 | 1 | Number |
| 10 | 9.02 | Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Sand\n1 Test per Source | BI01010001010000000000000515BI0100001121 | 1 | Number |
| 11 | 9.03 | 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 | BI01010001010000000000000515BI0100001122 | 1 | Number |
AI Tender Summary
Tender Timeline
Jan 11, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Jan 08, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jan 11, 2020
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jan 14, 2020
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
CompletedJan 14, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 15, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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