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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical all ok |
| 2 | Accepted-Technical | Accepted-Technical all ok |
| 3 | Accepted-Technical D TYPE COLONY OD 46 SAMI 460447 | BETUL | MADHYA PRADESH | 460447 | Accepted-Technical all ok |
| 4 | Rejected-Technical | Rejected-Technical Affidavit not submitted in non judicial stamp paper |
| 5 | Rejected-Technical BIRSINGHPUR | SEHORE | MADHYA PRADESH | 461445 | Rejected-Technical Affidavit not submitted in non judicial stamp paper |
Tender Value
₹10.0 L
EMD Value
₹20,000
Closing Date
27 May 2026, 3:00 pmClosed
Additional Chief Engineer
RABS HPS Barginagar
Water proofing treatment S.S. Railing work and other miscellaneous work of VIP Rest House at 2X45 MW RABS HPS Barginagar Jabalpur (M.P.)
2026_MPPGC_488176_1
Water proofing treatment over roof of VIP Rest House at RABS HPS Barginagar
Open Tender
Miscellaneous Works
Lump-sum
60 days
RABS HPS Barginagar
As per NIT
14 documents required · 14 mandatory
₹1,000
Yes
₹20,000
Yes
28 Jul 2026
13 Apr 2026
29 May 2026
13 Apr 2026
27 May 2026
13 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Water proofing treatment S.S. Railing work and other miscellaneous work of VIP Rest House at 2X45 MW RABS HPS Barginagar Jabalpur (M.P.) | |||||
| 1.01 | Dismantling tile/ Kota stone/ Marble / Granite work in floors/walls and roofs laid in cement mortar including stacking material within 50 meters lead. | - | sqm | - | - |
| 1.02 | Providing water proofing treatment over Roof, Wall, Chhajjas, Balcony with Rubberized elastomeric cold applied liquid waterproofing membrane blend of special resin and rubber with more than 1300% elongation (confirming ASTM-D2370-98), at leakage/seepage area consisting of the following operation (i) Removal of damaged waterproofing treatment if any like bituminous membrane / plaster/ brick bat koba/screeding etc. (ii) Surface preparation: Roughening of surface by scrubbing with steel wire/ Nylon brush/ Removing all dust particles and washing with adequate water to clean completely, opening of cracks in 'V' groove in size of 5mm x 10m (WxD), filling of cracks with elastomeric creak filler/PU sealent repair of potholes and holor making on roof surface by polymer mortar with adding SBR bonding
agent. (iii) Providing and applying 1st coating of rubberized elastomeric liquid membrane as primer (ratio 1:2 1 part liquid membrane and 2 part water) by brush/ Roller/ Spray having minimum thickness of 70-80 micron. Allow the coating to set in natural air for minimum 2 hrs, then put reinforcement by laying 45gsm fibre glass mesh and applying 2nd coat of rubberized elastomeric liquid membrane (Ratio: 1 part membrane and 20% water) with minimum thickness 100-120 micron. Allow the coating to set in natural air for minimum 12 Hours(iv) Providing and applying 3rd coat of rubberized elastomeric liquid membrane (Ratio: 1 part membrane and 10% water). Total DFT (Dry film thickness) thickness after 3rd coat must be 280-300 micron and consumption in three coats @ 6.5kg for 10sqm(v) Providing and applying 4th and 5th coat
of High quality waterproof membrane in white colour, single component special synthetic resin based flexible thixotropic white color coating with excellent UV resistance (SRI - 144) with more than 300% elongation
(confirming ASTM D 412-98) in ratio: 1 part membrane and 10% water thickness of 200 micron DFT in two coats, with average consumption @ 5kg per 10 sqm. After application of fourth coat let it air dry for minimum 3 hrs before application of fifth coat. (vi) The treated area must be tested for water leakage/seepage by flooding with water for 48 hrs. Application of membrane coating shall be got done by authorized applicator of manufacturer. (vii) 5 years of service guarantee to be
provided. All above operations to be done in order as per
direction on Engineer-in-Charge. | - | sqm | - | - |
| 1.03 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in- Charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). | 1 | cum | - | - |
| 1.04 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor two level, excluding the cost of centering, shuttering and finishing : 4.2.1 With 20mm metal With 20mm nominal size graded stone aggregate | - | cum | - | - |
| 2OTHER MISC WORK | |||||
| 2.01 | Providing and laying cement concrete of specified grade 1:2:4 M 15 – Grade concrete | 1 | cum | - | - |
| 3.01 | Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement: | - | cum | - | - |
| 4.01 | 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement : 4 sand) | - | sqm | - | - |
| 5.01 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete | - | sqm | - | - |
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