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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹18.2 LAccepted-AOC | ₹18.2 L Quoted ₹18.3 L | 1 | Accepted-AOC work order issued to L-1 |
| 2 | 2₹18.5 L+₹27,620.62 (1.51%)Rejected-Finance C 7 162 YAMUNA VIHAR SHAHDAR DELHI 53 | SHAHDARA | DELHI | 110031 | ₹18.5 L+₹27,620.62 (1.51%) | 2 | Rejected-Finance Technically qualify |
| 3 | 3₹22.0 L+₹3.7 L (20.5%)Rejected-Finance | ₹22.0 L+₹3.7 L (20.5%) | 3 | Rejected-Finance Technically qualify |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Earnest Money / Tender cost is not acceptable as DD addressed to Commissioner, East DMC instead of Commissioner, MCD. Aadhar Card is not attached. |
Tender Value
Refer Docs
EMD Value
₹45,550
Closing Date
20 Jun 2022, 12:00 pmClosed
Ex. Engineer(M)-IV/Shah.N
EDMC Zonal Building, Top floor, Keshav Chowk, D-53
Construction of Facilities and shed for fixing FCTS at Zero Pusta, Sonia Vihar in Ward No. 64E Sri Ram Colony in AC-70, Shahdara North Zone-FCTS at Zero Pusta, Sonia Vihar-General Civil Work
2022_EDMC_119047_1
EE(M)-IV/SHN/22-23/TC-01/01
Open Tender
Civil Works
Item Rate
90 days
SRI RAM COLONY
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
Payable To Commissioner MCD
₹45,550
15 Jan 2025
14 Jun 2022
21 Jun 2022
15 Jun 2022
20 Jun 2022
15 Jun 2022
Amount
Carriage of material by mechanical transport including loading, unloading and stacking: 5 km lead Lime, moorum, building rubbish 5 km lead
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. All kinds of soil
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size).
1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size).
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns
Providing and fixing above plinth and upto floor V level, factory made precast concrete solid block of grade M10 made of rec ycled concrete aggregate (RCA) and conforming to IS 2185: Part I-2005 from approved manufacturer, including hoisting and setting in position with cement mortar 1:4 (1 Cement: 4 coarse sand) etc. complete for masonary work as per direction of engineer-in-charge.
Providing and fixing upto plinth level, factory made precast concrete solid block of grade M10 made of recycled concrete aggregate (RCA) and conforming to IS 2185: Part I-2005 from approved manufacturer, including hoisting and setting in position with cement mortar 1:4 (1 Cement: 4 coarse sand) etc. complete for masonary work as per direction of engineer-in-charge.
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
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.
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.
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required 0.63 mm thick with zinc coating not less than 275 gm/ m²
Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by engineer-in-charge.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
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-500 D or more.
Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge.
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand)
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe
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.
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. In cement mortar
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)
Supplying and stacking at site. Good earth
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 250 mm diameter
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).
Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement.
R.S. Const. & Co.
Shivalik Enterprises
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