Tender For Premonsoon Repairs For Junta Quarters Complex At Baina In Vasco Constituency.
Tender Overview
Project Description
Tender for Premonsoon Repairs For Junta Quarters Complex At Baina In Vasco Constituency.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 06-Jul-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 20-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Repairs to plaster in patches of 2.5 sq.m. and under including cutting the patch in proper shape and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50m lead. With cement mortar 1:4 (1 cement : 4 fine sand) |
| 2 | Removing old loose bottom or side cover of RCC slab, beam, columns etc. rubbing surface of concrete steel using wire brush and applying 2 coats of Alkaline rust converting primer (Feovert) after a waiting time of 6 hrs between coats and then applying another anti corrosive protective coating system ) for reinforcement bars (IPNet-RB) Conforms to IS-2770 Part-1 (Pull out Test) ASTM-3963-86 (Adhesion Test) and then applying concrete penetrating corrosion inhibitor (EPCO-KP100) and applying bonding new to old concrete (Epibond) Conforms to ASTM-C-882-87 and plastering on the fresh bond coat with Polymer Modified Mortar (Monobond) with 20mm C.M 1:3 and finishing coat of 6mm C.P 1:3 (1 Cement : 3 Sand ) incl. cost of transport etc. as per dir of EIC. All the chemicals will be of Krishna Conchem Products Pvt. Ltd. or Equivalent. |
| 3 | An elastomeric, cementitious, waterproof coating for concrete and masonry.Providing and applying on a well prepared vertical surface Masterseal 550EL of BASF make or equivalent elastomeric flexible, two component polymers modified cementitious composite system that requires no addition of water at the site. The product shall be applied in minimum two coats to achieve total DFT of 1mm. The material shall be mixed and applied fully in accordance with the manufacturer's instructions. The product shall exhibit at least 40% elongation at ambient & 30% elongation in under water condition with tensile strength greater then 20 Kg/cm2. The product shall resist 1.5 bars pressure when tested as per DIN 1048 at 2mm DFT. When applied at 2mm DFT, elastomeric coating shall be able to bridge crack up to 0.5mm width. All scaffolding, ladders, supporting materials etc. complete. Rates shall be inclusive of all labour, materials, tools and plant etc. complete. |
| 4 | Drilling holes of specified dia., fixing it with PVC nozzles, sealing the diaphragm with Epoxy Sealant, EPCO-1010, allow it air cure for minimum 8 hours, cutting nozzles after grouting and sealing it with EPCO-1010 etc. complete as directed. Injecting low viscous high molecular weight polymer, MONOPOL with pressure created by compressor and epoxy injector with accessories. The pressure shall be not exceeding 3-4 kg/cm2 . Grouting to be done in cracks till the nozzle refuses to accept the grout or it flows from the adjacent nozzles etc. complete. incl. cost of scaffolding transport etc. as per dir of EIC. All the chemicals will be of Krishna Conchem Products Pvt. Ltd. or Equivalent. |
| 5 | Providing and applying white cement based putty of average thickness 1.00mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 6 | Distempering two or more coats with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade. |
| 7 | Surface dressing of ground including removing vegetation in equalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 m. a)Ordinary soil |
| 8 | Identifying of choked inSewerlines between twoconsecutive manholescleaning and removal of allchoked materials withoutexcavating for pipes ofSewer and disposal ofunserviceable rubbishdirtymaterials etc as directedwithin alead of 3kmfromworksite and restoration of Sewers to functioning andflushing theSewersincluding necessarydewateringSewercleaningrodding andscavanging arrangementsall complete within 8 hoursfrom written instruction byEngineer-in-charge. |
| 9 | Flushing and rodding theSewerlines to clear thechokes and removal of gritand silt so accumulated inmanholes due to flushingand rodding outside anddisposal to a distance of 5km includingproviding necessary tools rodsflushing water tankersladderssafety equipment etccomplete. |
| 10 | Constructing brickmasonry manhole orinspection chamber withsecond class bricks incement mortar 1:5 (1cement :5 fine sand) R.C.C. top slab with 1:2:4 mix(1 cement: 2 coarse sand ;4graded stone aggregate20mm nominal sizefoundation concrete 1:2:4mix (1 cement ;2 coarsesand :4 graded stoneagrregate 40mm nominalsize) inside plastering 12mm thick with cementmortar 1:3 (1 cement :3coarse sand) finished witha floating coat of neatcemetn and makingchannels in cement concrete 1:2:4 mix (1cement :2 coarse sand :4graded stone aggregate 20mm nominal size) neatlyfinished complete as perstandard design.;Insidesize 60 x 60cm and 60cmdeep including C.I. coverwith frame (light duty)455x610mm internaldiameter total weight ofcover and frame to be notless than 38 kg. (weight ofcover 23 kg). Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 9 daysBid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysBid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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