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Tender Value
₹22.0 L
EMD Value
₹50,000
Closing Date
16 Jun 2026, 2:00 pm
Executive Engineer
Office of the Executive Engineer,PWD Buildings Division,Ernakulam
the provision for constructing lift well and Lift room for fixing lift
2026_PWD_847569_3
PWD/BLDG/TR/3812/2023_5_1_1/1
Open Tender
Civil Works - Buildings
270 days
Athani
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
6 Jun 2026
6 Jun 2026
18 Jun 2026
6 Jun 2026
16 Jun 2026
6 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1lift | ||||||
| 1.001 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 1 | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | OD357206/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge - Minimum cement content considered for this item is 340kg/m3. (Note:- cement content obtained as per mix design shall be used by the contractor at the site to obtain the required strength. Excess cement used as per mix design is not payable separately as per circular no.CE/BL/GL/6541/2015 dated 30.08.2017 of the Chief Engineer, PWD Buildings ) - All work above Plinth level up to Floor five level | 1 | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 0.4 | kilogram | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 22.5:Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg /sqm mixed with water proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | 1 | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | OD357227/2025-2026::Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Minimum cement content to be adopted is 340kg/cum. All work upto plinth level | 1 | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | - | kg | - | - | BI01010001010000000000000515BI0100001122 |
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