Construction Of Smashanbhumi Sheds At-Baleghar Tal-Wai
Tender Value
Ref. Documents
Estimated cost
Bid Submission
04 Feb 2021
0 days left
EMD
3512
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 SMASHANBHUMI SHEDS AT-BALEGHAR TAL → Maharashtra
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Not Available
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Not Available
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Project Description
Construction Of Smashanbhumi Sheds At-Baleghar Tal-Wai
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-Jan-2021 | date extention | Date | 01-Feb-2021 |
| 2 | 28-Jan-2021 | date extention | Date | 01-Feb-2021 |
| 3 | 02-Feb-2021 | baleghar date extention | Date | 04-Feb-2021 |
BOQ
| Name of Work : CONSTRUCTION OF SMASHANBHUMI SHEDS AT- BALEGHAR 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. By Manual Means\nItem / Page No : 1 / 131\nSpecification No : Bd.A.1\nSpec. Page No : 259\n | BI01010001010000000000000515BI0100001112 | 7.14 | Cubic Metre |
| 2 | 2 | Excavation for foundation in hard 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. By Manual Means\nItem / Page No : 5 / 131\nSpecification No : Bd.A.2\nSpec. Page No : 259\n | BI01010001010000000000000515BI0100001113 | 1.62 | Cubic Metre |
| 3 | 3 | Excavation for foundation in hard rock by chiselling wedging, line drilling excetra including trimming and levelling the bed, removing the excavated materials beyond the building area and stacking as directed, dewatering and back filling with available earth / murum, ramming, watering and for all leads and lifts complete. By Mechanical Means\nItem / Page No : 20 / 132\nSpecification No : Bd.A.6\nSpec. Page No : 260\n | BI01010001010000000000000515BI0100001114 | 1.62 | Cubic Metre |
| 4 | 4 | Providing dry trap rubble stone soiling 15 centimetre to 20 centimetre thick including hand packing and compacting, excetra complete.\nItem / Page No : 38 / 134\nSpecification No : Bd.A.12\nSpec. Page No : 264\n | BI01010001010000000000000515BI0100001115 | 0.1 | Cubic Metre |
| 5 | 5 | 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 / 150\nSpecification No : Bd.E.1\nSpec. Page No : 287-288\nAdditional Specifications : 1. With additional specifications for controlled concrete. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. | BI01010001010000000000000515BI0100001116 | 3.6 | Cubic Metre |
| 6 | 6 | Providing and laying in situ/Ready Mix cement concrete M-20 of trap metal for reinforced cement concrete work in foundations like raft, strip foundations, grillage and footings of reinforced cement concrete columns and steel stanchions, excetra including bailling out water, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel), excetra complete, with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)\nItem / Page No : 11 / 153\nSpecification No : Bd.F.3, B-7\nSpec. Page No : 298, 38-40\nAdditional Specifications : 1. With additional specifications for controlled concrete. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. | BI01010001010000000000000515BI0100001117 | 3.6 | Cubic Metre |
| 7 | 7 | Providing and laying cast in situ / Ready Mix cement conrete M-20 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete columns as per detailed designs and drawing or as directed, including steel centering, formwork, cover blocks,aying/pumping, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete.with fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)\nItem / Page No : 31 / 154\nSpecification No : Bd.F.5, B-7\nSpec. Page No : 300, 38-40\nAdditional Specifications : 1. With additional specifications for controlled concrete. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. | BI01010001010000000000000515BI0100001118 | 3.55 | Cubic Metre |
| 8 | 8 | Providing and laying cast in situ / Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks,laying/pumping, compaction and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)\nItem / Page No : 50 / 155\nSpecification No : Bd.F.6, B-7\nSpec. Page No : 300-301, 38-40\nAdditional Specifications : 1. With additional specifications for controlled concrete. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. | BI01010001010000000000000515BI0100001119 | 5.43 | Cubic Metre |
| 9 | 9 | Providing and laying cast in situ / Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for reinforced cement concrete slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks,laying / pumping, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)\nItem / Page No : 70 / 156\nSpecification No : Bd.F.8, B-7\nSpec. Page No : 302-303, 38-40\nAdditional Specifications : 1. With additional specifications for controlled concrete. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. | BI01010001010000000000000515BI0100001120 | 4.84 | Cubic Metre |
| 10 | 10 | Providing and fixing in position thermo mechnically treated FE-500 bar reinforcements of various dias for reinforced cement concrete pile caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardis, copings, fins, arches, excetra as per detailed designs, drawings and schedules including cutting, bendding, hooking the bars, binding with wires or tack welding and supporting as requied complete.\nItem / Page No : 33 / 161\nSpecification No : Bd.F.17\nSpec. Page No : 306\n | BI01010001010000000000000515BI0100001121 | 1.155 | Metric Ton |
| 11 | 11 | Filling in plinth and floors with approved excavated materials in 15 centimetre to 20 centimetre layers including watering and compacting, excetra complete.\nItem / Page No : 36 / 134\nSpecification No : Bd.A.10\nSpec. Page No : 262-263\n | BI01010001010000000000000515BI0100001122 | 6.86 | Cubic Metre |
| 12 | 12 | Filling in plinth and floors with contractors material / brought from outside and approved by Engineer In-Charge, in 15 centimetre to 20 centimetre layers including watering and compation excetra complete.\nItem / Page No : 37 / 134\nSpecification No : Bd.A.11\nSpec. Page No : 263-264\n | BI01010001010000000000000515BI0100001123 | 1.36 | Cubic Metre |
| 13 | 13 | Providing second class burnt brick masonry with conventional / Indian Standard type bricks in cement mortar 1:6 in foundations and plinth of inner walls / in plinth external of walls including bailling out water manually, striking joints, on unexposed faces, racking out joints on exposed faces and watering complete.\nItem / Page No : 1 / 167\nSpecification No : Bd.G.1\nSpec. Page No : 313\nAdditional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. | BI01010001010000000000000515BI0100001124 | 0.61 | Cubic Metre |
| 14 | 14 | Providing internal cement plaster 20 milimetre thick in single coat in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing, excetra complete.\nItem / Page No : 6 / 177\nSpecification No : Bd.L.4\nSpec. Page No : 368\nAdditional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. | BI01010001010000000000000515BI0100001125 | 9.63 | Square Metre |
| 15 | 15 | 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 excetraand 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 / 54\nSpecification No : MoRTH-801\nSpec. Page No : ---\nAdditional Specifications : The work shall be carried out as per instructions of Engineer in charge. | BI01010001010000000000000515BI0100001126 | 1 | Number |
| 16 | 16.01 | 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. 2. Above / below percentage quoted by the contractor will not be applicable for this item.Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Sand\n1 Test per Source | BI01010001010000000000000515BI0100001127 | 2 | Number |
| 17 | 16.02 | 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 | BI01010001010000000000000515BI0100001128 | 3 | Number |
| 18 | 17 | 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. | BI01010001010000000000000515BI0100001129 | 6.46 | Cubic Metre |
| 19 | 18 | Contribution towards District Mineral Foundation at the rate of 10 percent of prevailing rate of Royalty for various building construction bonafied materials which are used for government bonafied works and for which Royalty is to be paid by the contractor.\nItem / Page No : 10 / 0\nAdditional Specifications : 1. Government of Maharashtra, Industries, Energy and Labour Department Government Resolution Number MDF/0615/CR-34/IND-9 Dated 1-9-2016 and Section 2 thereof. 2. Above / below percentage quoted by the contractor will not be applicable for this item. | BI01010001010000000000000515BI0100001130 | 4.98 | Cubic Metre |
| 20 | 19 | Surcharge on Royalty charges at the rate of two percent of 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 : 14 / 0\nAdditional Specifications : 1. Letter from the Chief Engineer, Public Works Region, Nagpur; bearing number Ka.Raste-6/Darsuchi/7618/2019 dated 11/09/2019 and Corrigendum number 1 attached to the letter. 2. Above / below percentage quoted by the contractor will not be applicable for this item. | BI01010001010000000000000515BI0100001131 | 6.46 | Cubic Metre |
AI Tender Summary
Tender Timeline
Feb 02, 2021
11:30 IST
Tender Published
Tender notice published.
Completed
Feb 01, 2021
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 01, 2021
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 04, 2021
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
CompletedFeb 04, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 05, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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