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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹52.1 LAdmitted-Finance | -1.11% | ₹52.1 L | L1 | Admitted-Finance |
| 2 | L2₹52.3 LAdmitted-Finance 24A LAJPAT NAGAR NEAR BUS STAND YAMUNA NAGAR | YAMUNANAGAR | HARYANA | 133103 | -0.80% | ₹52.3 L | L2 | Admitted-Finance |
Tender Value
₹52.7 L
EMD Value
₹1.1 L
Closing Date
19 Apr 2026, 3:00 pmClosed
EE,HCD-6,DDA
EE,HCD-6,DDA
Upgradation of parks by providing and installing Children play equipment in.a) MP Green area, Part-II, Sec-28(between LIG/MIG Flats), Rohini.b) MP Green area, Sec-30, Rohini.c) District park, 100 Hact, (Formal, informal garden and exhibition ground)
2026_DDA_905218_1
02/EE/HCD-6/DDA/2026-27
Open Tender
Civil Works
150 days
Rohini
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹1.1 L
18 May 2026
11 Apr 2026
20 Apr 2026
11 Apr 2026
19 Apr 2026
11 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
SCHEDULE -'A Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. (a) All kinds of soil. | - | sqm | - | - | BI01010001010000000000000515BI0100001113 | |
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 upto 1.5 m, 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. | - | cum. | - | - | BI01010001010000000000000515BI0100001114 | |
Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. (a) All kinds of soil. | - | each | - | - | BI01010001010000000000000515BI0100001115 | |
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) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - | BI01010001010000000000000515BI0100001116 | |
Making bajri path including preparation of subgrade, supplying and laying brick aggregate of 50 mm nominal size 7.5 cm deep with blinding material consisting of 12 mm moorum and 12 mm red bajri consolidated with road roller. | - | sqm | - | - | BI01010001010000000000000515BI0100001117 | |
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - | BI01010001010000000000000515BI0100001118 | |
Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in foundation and plinth in: a)Cement mortar 1:6 (1 cement : 6 coarse sand). | - | cum | - | - | BI01010001010000000000000515BI0100001119 | |
40 mm thick fine dressed stone work, plain in copings, flooring upto plinth level over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with finished flush. a)Red sand stone | - | sqm | - | - | BI01010001010000000000000515BI0100001120 | |
Stone work (machine cut edges) for wall lining etc. (veneer work) upto Plinth level, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : a) Red sand stone - Exposed face fine dressed with rough backing. a) 40 mm thick. | - | sqm | - | - | BI01010001010000000000000515BI0100001121 | |
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge(length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
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