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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹31.6 LAdmitted-Finance | -36.91% | ₹31.6 L | L1 | Admitted-Finance |
| 2 | L2₹36.5 L+₹4.9 L (15.6%)Admitted-Finance | -27.07% | ₹36.5 L+₹4.9 L (15.6%) | L2 | Admitted-Finance |
| 3 | L3₹39.3 L+₹7.7 L (24.3%)Admitted-Finance | -21.60% | ₹39.3 L+₹7.7 L (24.3%) | L3 | Admitted-Finance |
| 4 | L4₹44.4 L+₹12.8 L (40.7%)Admitted-Finance | -11.25% | ₹44.4 L+₹12.8 L (40.7%) | L4 | Admitted-Finance |
Tender Value
₹50.1 L
EMD Value
₹1.0 L
Closing Date
2 Sept 2026, 3:00 pmClosed
Executive Engineer
EE/HCD-10/DDA
Providing and fixing MS Security Guard, Site Office portacabins and construction of feature wall including signage at Yamuna Vatiika
2026_DDA_923772_1
06/EE/HCD-10/DDA/2026-27
Open Tender
Civil Works
Percentage
75 days
As Per NIT
Please refer Tender documents.
10 documents required · 10 mandatory
₹0
₹1.0 L
8 Sept 2026
28 Aug 2026
3 Sept 2026
28 Aug 2026
2 Sept 2026
28 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 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,for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
(a) All kinds of soil. | 44.22 | cum | 260.3 | ₹11,510.47 |
| 2 | 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. | 14.74 | cum | 196 | ₹2,889.04 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 36.45 | cum | 2,123.75 | ₹77,410.69 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). | 20 | cum | 6,518.6 | ₹1,30,372 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). | 12.4 | cum | 7,878.5 | ₹97,693.4 |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) | 39.6 | cum | 7,132.25 | ₹2,82,437.1 |
| 7 | Providing and fixing 18mm thick gang saw cut,mirror polished ,premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. | 20.11 | sqm | 5,136.3 | ₹1,03,290.99 |
| 8 | 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) : 25 mm thick | 246.66 | sqm | 1,948.25 | ₹4,80,555.35 |
| 9 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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. | 157.25 | sqm | 738.65 | ₹1,16,152.71 |
| 10 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes | 3,718.74 | kg | 194.4 | ₹7,22,923.06 |
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