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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹93.3 LAdmitted-Finance | -2.55% | ₹93.3 L | L1 | Admitted-Finance |
| 2 | L2₹94.7 L+₹1.4 L (1.49%)Admitted-Finance | -1.10% | ₹94.7 L+₹1.4 L (1.49%) | L2 | Admitted-Finance |
| 3 | L3₹94.8 L+₹1.5 L (1.59%)Admitted-Finance | -1.00% | ₹94.8 L+₹1.5 L (1.59%) | L3 | Admitted-Finance |
| 4 | L3₹94.8 L+₹1.5 L (1.59%)Admitted-Finance | -1.00% | ₹94.8 L+₹1.5 L (1.59%) | L3 | Admitted-Finance |
| 5 | L4₹95.0 L+₹1.6 L (1.74%)Admitted-Finance | -0.85% | ₹95.0 L+₹1.6 L (1.74%) | L4 | Admitted-Finance |
Tender Value
₹95.8 L
EMD Value
₹2.3 L
Closing Date
6 May 2026, 5:00 pmClosed
DIRECTOR(H)
SECTOR-39, NOIDA
D/o Park (Reconstruction of Damaged Pathway, C/o Gazebo Hut and MIsc. Repair work in small D type park in sector-62 Noida
2026_NOIDA_1140802_1
42/D(H)/DD(H)-I/2025-26
Open Tender
Civil Works - Others
Fixed-rate
60 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,832
NOIDA
₹2.3 L
7 Sept 2026
23 Apr 2026
7 May 2026
23 Apr 2026
6 May 2026
23 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 |
|---|---|---|---|---|---|
| 1 | 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 | - | - |
| 2 | 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. All kinds of soil | - | cum | - | - |
| 3 | Filling availabe excavated earth ( excluding rock ) in trenches,plinth,side of foundation etc.in layers not exceeding 20 cm depth,comsolidating each deposited layer by ramming and watering lead up to 60 and lift upto 1.6m. | - | cum | - | - |
| 4 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & Cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of work | - | Cum | - | - |
| 5 | Brick Work with common burnt clay F.P.S.(non modular) Bricks of class designation 100 foundation and plinth in cement mortar 1:4 (1 Cement 4 Coarse sand ) | - | Cum | - | - |
| 6 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,sunken floor etc, up to floor five level, excluding the cost of centering. shuttering and finishing:1:2:4(1Cement: 2 coarse sand (zone-II):4 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for: Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | Sqm | 320.65 | - |
| 8 | Earth work in embankment in ordinary soil embankmentto be in 20 cm layers includingramming Dressing the Surface to levels with half tone steel or wodden rammerand rolling every third and top most layer in roller 8 to 10 tone capacity and including 1.50 mtr ,lift and all lead ( earth shall be brought from a place which including cartage of earth by mechanically transport and T&P labour etc.required for proper compection).Earth should be arranged by the contractor at his own cost. | - | Cum | - | - |
| 9 | Cement concrete with 4 cm gaug approved stone ballast, course sand & cement in proportion of 4:2:1 including supply of all materials labour tools and plant etc. required for proper completion of work Same as above item No. 279 but with 2cm gaug stone grigt insted of 4 cm gauge stone ballast. | - | Cum | 7,000 | - |
| 10 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with morth grader on prepared surface, mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 | - | Cum | - | - |
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