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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAccepted-Finance | L1 | Accepted-Finance OK | |
| 2 | L2₹5.8 L+₹15,146.48 (2.67%)Accepted-Finance | L2 | Accepted-Finance OK | |
| 3 | L3₹9.7 L+₹4.0 L (70.7%)Accepted-Finance | L3 | Accepted-Finance OK |
Tender Value
Refer Docs
EMD Value
₹12,000
Closing Date
15 Feb 2021, 12:15 pmClosed
EE
WAZIRABAD WATER WORKS TIMARPUR DELHI
Repairing of leakage/Seepage/ Renovation of Basement area, foreman store room(basement), adjoining area of underground of reservoir of IIIrd 40mgd Filter house at Wazirabad w.w.
2021_DJB_199727_12
NIT NO.16 (2020-21)WW-II
Open Tender
Miscellaneous Works
Works
20 days
WAZIRABAD WATER WORKS TIMARPUR DELHI
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
DJBEMD A/c No-50448339804 THROUGH SUBPAISA GATEWAY
₹12,000
Yes
8 Mar 2021
8 Feb 2021
15 Feb 2021
8 Feb 2021
15 Feb 2021
8 Feb 2021
8 Feb 2021 - 15 Feb 2021
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. sqm
Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. sqm
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) cum
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.2 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) cum
Providing and Laying integral cement based water proofing treatment to the flooring of the underground reservoir confirming to the IS 6494-1988 at all level as direction of the Engineer-in-charge.
Guniting to surface of RCC structural members such as walls columns beam slabs etc with cement mortar1:3 of average thickness of 25mm under pressure of 2.1 to 2.8 kg/cm2 including chipping the loose concrete, cleaning rust by means of wire brush, providing and fixing BRC fabric (welded mesh) of 50x50 mm size 10Guage, necessary formwork, floating and curing etc complete as specified and directed by Engineer-in-charge
12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) sqm
10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. kg
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws sqm
11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 11.26.1 25 mm thick sqm
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. sqm
Hire charges of Pump set of capacity 4000 litres/hour day +15%cp
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 15.7.4 In cement mortar cum
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 2.6.1 All kinds of soil cum
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes110 mm diameter metre
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand) sqm
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. cum
3.44 Finishing walls with water proofing cement paint of required shade : 3.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) sqm
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 15.12.1 Of area 3 sq. metres and below each
Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimalexposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063). 5.45.1 Wall Joint of 100 mm gap metre
Providing and Laying integral cement based water proofing treatment to the wall of the underground reservoir confirming to the IS 6494-1988 at all level as direction of the Engineer-in-charge.
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