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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹2.9 L (2.34%)Admitted-Finance | ₹1.3 Cr+₹2.9 L (2.34%) | L2 | Admitted-Finance |
| 3 | L3₹1.3 Cr+₹4.9 L (4.01%)Admitted-Finance | ₹1.3 Cr+₹4.9 L (4.01%) | L3 | Admitted-Finance |
| 4 | L4₹1.5 Cr+₹25.9 L (21.2%)Admitted-Finance | ₹1.5 Cr+₹25.9 L (21.2%) | L4 | Admitted-Finance |
| 5 | L5₹1.5 Cr+₹26.7 L (21.8%)Admitted-Finance | ₹1.5 Cr+₹26.7 L (21.8%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | K. S. BUILDERS L1 | Shah Pandya and Shot Crete L4 | J D Associates L2 | A.K CONSTRUCTION L5 | BPT Infra Projects Pvt. Ltd. L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Regrading terracing of mud phaska covered with tiles or brick, in cement mortar by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded), all complete as per direction of Engineer-in-Charge. | 6,500 | sqm | 260 ₹16,90,000 Lowest | 478 ₹31,07,000 | 460 ₹29,90,000 | 590 ₹38,35,000 | 440 ₹28,60,000 |
| 2.00 | 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 | 24 | cum | 150 ₹3,600 Lowest | 2,000 ₹48,000 | 300 ₹7,200 | 450 ₹10,800 | 1,500 ₹36,000 |
| 3.00 | Cleaning, Sweeping and Collecting/gathering building rubbish/garbage from terrace by manually which lying on the roof of RCC Shed A & C Block and dumped into the ground as per direction of Engineer-in-charge | 710 | cum | 140 ₹99,400 | 40 ₹28,400 Lowest | 50 ₹35,500 | 150 ₹1,06,500 | 70 ₹49,700 |
| 4.00 | Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete :With residual type petroleum bitumen of grade VG-10 | 6,500 | sqm | 85 ₹5,52,500 | 100 ₹6,50,000 | 50 ₹3,25,000 Lowest | 95 ₹6,17,500 | 50 ₹3,25,000 Lowest |
| 5.00 | Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding [email protected] Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS: 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement: 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement: 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). | 7,100 | sqm | 535 ₹37,98,500 | 520 ₹36,92,000 | 400 ₹28,40,000 | 390 ₹27,69,000 Lowest | 470 ₹33,37,000 |
| 6.00 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design: | 800 | m | 100 ₹80,000 Lowest | 200 ₹1,60,000 | 250 ₹2,00,000 | 138 ₹1,10,400 | 200 ₹1,60,000 |
| 7.00 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | 160 | each | 150 ₹24,000 Lowest | 200 ₹32,000 | 500 ₹80,000 | 450 ₹72,000 | 300 ₹48,000 |
| 8.00 | Providing and fixing 100 mm diameter and 60 cm long rain water spout in cement mortar 1:4 (1 cement: 4 fine sand).Stone ware spout/PVC Pipe | 160 | each | 110 ₹17,600 Lowest | 140 ₹22,400 | 150 ₹24,000 | 235 ₹37,600 | 160 ₹25,600 |
| 9.00 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 1,000 | sqm | 10 ₹10,000 Lowest | 20 ₹20,000 | 40 ₹40,000 | 100 ₹1,00,000 | 25 ₹25,000 |
| 10.00 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. | 400 | sqm | 250 ₹1,00,000 | 300 ₹1,20,000 | 300 ₹1,20,000 | 180 ₹72,000 Lowest | 300 ₹1,20,000 |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
1 Sept 2023, 2:30 pmClosed
SECRETARY MNI AZADPUR
Office Complex Azadpur
IMPROVEMENT AND STRENGTHNING THE RCC SHED OF A AND C BLOCK AT NSM AZADPUR
2023_DAMB_246269_1
30/APMC/ED(C)/2021-22
Open Tender
Civil Works
Works
180 days
APMC Azadpur
Please Refer Tender Document
8 documents required · 8 mandatory
₹0
₹3.6 L
14 Sept 2023
18 Aug 2023
1 Sept 2023
18 Aug 2023
1 Sept 2023
18 Aug 2023
Amount
Regrading terracing of mud phaska covered with tiles or brick, in cement mortar by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded), all complete as per direction of Engineer-in-Charge.
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
Cleaning, Sweeping and Collecting/gathering building rubbish/garbage from terrace by manually which lying on the roof of RCC Shed A & C Block and dumped into the ground as per direction of Engineer-in-charge
Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete :With residual type petroleum bitumen of grade VG-10
Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding [email protected] Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS: 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement: 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement: 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately).
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design:
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
Providing and fixing 100 mm diameter and 60 cm long rain water spout in cement mortar 1:4 (1 cement: 4 fine sand).Stone ware spout/PVC Pipe
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.
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.
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge.
Providing and fixing galvanized M.S. wire Jalli average width of aperture 1.4 mm in both direction with wire of dia 0.63 mm all complete as per direction of Engineer-in-charge.
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. With cement mortar 1:4 (1cement: 4 coarse sand).
Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm)
Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost ofcentering and shuttering at edges and corners etc. as directed by Engineer- in- Charge Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument.
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground/outside APMC premises as approved by Engineer-in- charge, beyond 10 km initial lead, for all leads including all lifts involved.
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for therequired duration as approved and removing it there after Thescaffolding system shall be stiffened with bracings, runners,connection with the building etc wherever required for inspection ofwork at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective ofduration of scaffolding. Note: This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.
J D Associates
BPT Infra Projects Pvt. Ltd.
Shah Pandya and Shot Crete
A.K CONSTRUCTION
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