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Tender Value
₹2.1 Cr
EMD Value
₹4.1 L
Closing Date
9 Oct 2026, 5:00 pm
SM_TENDER CELL
GNIDA OFFICE
Construction of RCC drain and CC road from Santosh Nagar to Railway Station in Village Tilapta Karanwas, Greater Noida.
2026_GNIDA_1189480_14
SM/(E-TENDER CELL)/2026/814 DATED-22.09.2026
Open Tender
Civil Works
Percentage
365 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹3,840
₹4.1 L
25 Sept 2026
25 Sept 2026
12 Oct 2026
25 Sept 2026
9 Oct 2026
25 Sept 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 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. (DSR-2023/16.1) | 2,217.5 | Sqm | 105.25 | ₹2,33,391.88 |
| 2 | Granular sub-base with graded material, plant mix method
Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. MORTH/4.01/401(A) | 319 | Cum | 4,642.6 | ₹14,80,989.4 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)). (DSR-2023/4.1.8A) | 382.25 | Cum | 3,794.9 | ₹14,50,600.53 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR-2023/4.1.2) | 764.5 | Cum | 7,815.87 | ₹59,75,232.62 |
| 5 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) (DSR-2023/16.45) | 19,140 | Per cm. depth Per cm. width per metre length. | 2.8 | ₹53,592 |
| 6 | 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 for all lift, as directed by Engineerin- charge. : All kinds of soil (DSR-2023/2.6.1) | 1,725.4 | Cum | 141.4 | ₹2,43,971.56 |
| 7 | Cartage of ballast, Kankar Coal, grit or sand including loading & unloading but excluding stackings on pakka roads: 1st Km. (SOR-25/Ch-4/4.02/232(a)) | 1,725.4 | Cum | 45 | ₹77,643 |
| 8 | 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. (DSR-2023/15.3) | 23.04 | Cum | 1,682.05 | ₹38,754.43 |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)). (DSR-2023/4.1.8A) | 161.98 | Cum | 3,794.9 | ₹6,14,697.9 |
| 10Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. | |||||
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