Tender For Work Of Roof Waterproofing And Lift Waterproofing Of 2 Bhk Buildings In Betwa Vihar Housing Scheme.
Tender Value
15.07 Lakhs
Estimated cost
Bid Submission
02 Nov 2026
6 days left
EMD
30160
Bank guarantee accepted
Document Fee
2360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jhansi → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Work Of Roof Waterproofing And Lift Waterproofing Of 2 Bhk Buildings In Betwa Vihar Housing Scheme.
BOQ
| Sl. No. | Item Description |
| 1 | PVC Pipe 110 mm I.S.I make |
| 2 | PVC Pipe 90 mm I.S.I make |
| 3 | PVC Pipe 75 mm I.S.I make |
| 4 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer inCharge.15 mm nominal dia Pipes |
| 5 | P.V.C ball float valve with brass and union complete30 mm dia |
| 6 | Cement concrete with 2 cm gauge approved stone ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T & P etc. required for proper completion of the work |
| 7 | PVC Bend 75 mm Dia |
| 8 | Pvc socket 100 mm dia I.S.I Make |
| 9 | Pvc socket 75 mm dia I.S.I Make |
| 10 | PVC Pipe,s Jointing Solution(Tube) |
| 11 | P.V.C. Bend 100 mm dia |
| 12 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer in-Charge. |
| 13 | Excavation in Foundation in soil Mixed (Loam clay, or sand) with moorum/shingle/kankar requiring the use of special T&P such as pickaxes. sabbals etc, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer- in-charge upto a distance of 30 m. (100) fts) from the foundation trenches. |
| 14 | cement concrete with 4cm (1.5\\") gauge approved stone ballast ,approved course sand and cement in the proportion of 8:4:1 including supply of all materials,labour and T&P etc. required for proper completion of the work |
| 15 | Cement concrete with 4 cm (1.5\\") gauge approved stone ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T & P etc. required for proper completion of the work As in item 279 but with 2 cm gauge approved stone ballast, coarse sand & coment in proportion 1.2.4 |
| 16 | RCC work with cement approved coarse sand and 2 cm (314) gauge approved stone ballast in the proportion of 1:1.5.3 in Sintals of doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G. binding wire and including necessary contering and shuttering etc and also including supply of all materials, labour& T&P etc required for proper completion of the work indong wire cost being inclucted in the item.As in item 283(1) above but in the lighter beams, i.e. having spans above 6 m. (20') |
| 17 | First class brick work in 1:6 cement and fine sand of 1.25 FM. mortar in foundation and plinth including supply of all materials, labour and T & Petc. required for proper completion of the work. |
| 18 | 12 mm Cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80 mm. In girth and finished even and smooth. No extra for mixing any additive. |
| 19 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & overlapping & hooks. |
| 20 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.For vertical surface two coats @ 0.70 kg per sqm per coat |
| 21 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.For horizontal surface one coat @1.10 kg per sqm. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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