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Tender Value
₹3.1 Cr
EMD Value
₹6.2 L
Closing Date
6 May 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
CIVIL ENGG
3 conditions · 2 needing a document upload
As per Tender Document
As per the Tender Document
Defination of Similar Work :- Any Civil Engineering Work.
4 conditions · 2 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Tenderer to ensure the compliance of documents to be enclosed with the bid as per clause 6 tender form (Second Sheet) of 1.3.2(b) of preamble & General instructions to tenderers.
Please submit a certificate in the prescribed format (Form No. 22 i.e. Annexure V on ireps portal & Form No. 22 (A)) for verification / confirmation of the documents submitted for compliance of eligibility / qualifying criteria. Non submission of the certificate or submission of certificate either not properly filled in, or in a format other than the prescribed format shall lead to summary rejection of your offer.
Provision of Efficient and Competent Staff at Work Sites by the contractor as per para 1.6.8, Part -I, CH-V of Special condition of Contract.
Repairs to drainage arrangement, flooring under RUB, ERS and miscellaneous work to resolve water logging issue in RUBs in IMD PNUN Jurisdiction under CGM-ADI Unit.
DFCADIEN_RUBRM_26-27_04
DFCADIEN_RUBRM_26-27_04
Open
Works - General
5 Months
Ahmedabad, Gujarat
₹11,800
₹6.2 L
6 May 2026
15 Apr 2026
22 Apr 2026
23 items across 2 schedules · ₹3,89,36,203 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 2.6Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. 2.6.1All kinds of soil | cum | 3504.00 | 205.45 | 7,19,896.8 |
| 2 | 2.10Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 2.10.1All kinds of soil 2.10.1.1Pipes, cables etc, not exceeding 80 mm dia. | Metre | 870.00 | 255.55 | 2,22,328.5 |
| 3 | 2.25Filling 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 up to 1.5 m. | cum | 1047.00 | 253.95 | 2,65,885.65 |
| 4 | 4.2Providing 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 : 4.20.1All works up to plinth level: 4.20.1.2M-10 grade plain cement concrete (cement content considered @ 220 kg/cum). | cum | 399.00 | 8,174.75 | 32,61,725.25 |
| 5 | 4.3Centering and shuttering including strutting, propping etc. and removal of form work for : 4.3.1Foundations, footings, bases for columns. | Sqm | 1078.00 | 307.95 | 3,31,970.1 |
| 6 | 4.3Centering and shuttering including strutting, propping etc. and removal of form work for : 4.3.2Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.. | Sqm | 1500.00 | 669.55 | 10,04,325 |
| 7 | 5.33Providing 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. 5.33.1All works upto plinth l e v e l 5.33.1.1Concrete of M25 grade with minimm cement content of 330 kg /cum | cum | 337.00 | 8,683.8 | 29,26,440.6 |
| 8 | 5.33Providing 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. 5.33.1All works upto plinth l e v e l 5.33.1.1Concrete of M25 grade with minimm cement content of 330 kg /cum | cum | 472.00 | 8,966.95 | 42,32,400.4 |
| 9 | 5.33Providing 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. 5.33.2All works above plinth level upto floor V level 5.33.2.1Concrete of M25 grade with minimm cement content of 330 kg /cum | cum | 17.00 | 10,306.2 | 1,75,205.4 |
| 10 | 5.33Providing 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. 5.33.2All works above plinth level upto floor V level 5.33.2.3Concrete of M35 grade with minimm cement content of 370 kg /cum | cum | 267.00 | 10,589.35 | 28,27,356.45 |
| 11 | 5.35Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 487.00 | 688.45 | 3,35,275.15 |
| 12 | 6.34Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : 6@46"46@1Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 26.00 | 7,873.2 | 2,04,703.2 |
| 13 | 15.2Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 15.2.1Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 206.00 | 2,007.1 | 4,13,462.6 |
| 14 | 15.3Demolishing 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. | cum | 271.00 | 2,928.1 | 7,93,515.1 |
| 15 | 15.5Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer in-charge. | Sqm | 903.00 | 947.1 | 8,55,231.3 |
| 16 | 16.1Preparation 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- olling the sub grade and disposal of surplus earthwith lead upto 50 metres. | Sqm | 1050.00 | 180.5 | 1,89,525 |
| 17 | 16.31Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. 16.31.1.2On bituminous surface @ 0.25kg/sqm. | Sqm | 1050.00 | 7.9 | 8,295 |
| 18 | 16.57Providing and laying semi-dense Bituminous concrete using crushed stone aggregates of specified grading premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in- Charge. 16.57.240/50mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch type Hot Mix Plant of 100-120 TPH capacity. | cum | 175.00 | 11,399.2 | 19,94,860 |
| 19 | 16.78Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.2With material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR Value-25 | cum | 1050.00 | 2,775.65 | 29,14,432.5 |
| 20 | 16.79Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | cum | 1050.00 | 2,803.65 | 29,43,832.5 |
| 21 | 19.35Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 19.35.2600 mm dia RCC pipes. | Metre | 100.00 | 3,051.55 | 3,05,155 |
| Schedule total | ₹2,69,25,821.5 | ||||
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