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Tender Value
₹35.4 L
EMD Value
₹70,800
Closing Date
6 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
CIVIL ENGG
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.
Water supply arrangement by drilling bore well, providing pump room and allied works at Chadotar station under CGM/ADI unit of DFCCIL
DFCADIEN_BORE_13_PNUN_26
DFCADIEN_BORE_13_PNUN_26
Open
Works - General
120 Days
Ahmedabad, Gujarat
₹5,900
₹70,800
6 Apr 2026
14 Mar 2026
23 Mar 2026
28 items across 3 schedules · ₹42,82,708.89 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 2.6 Earth 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. 2.6.1 All kinds of soil | cum | 60.00 | 205.45 | 12,327 |
| 2 | 2.25 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 up to 1.5 m. | cum | 50.00 | 253.95 | 12,697.5 |
| 3 | 2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared. | Sqm | 360.00 | 14.5 | 5,220 |
| 4 | 4.3 Centering and shuttering including strutting, propping etc. and removal of form work for : 4.3.1 Foundations, footings, bases for columns. | Sqm | 3.00 | 307.95 | 923.85 |
| 5 | 4.20 Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge . 4.20.1 All works up to plinth level: 4.20.1.2 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum). | cum | 10.00 | 8,174.75 | 81,747.5 |
| 6 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.3 Suspended floors, roofs, landings, balconies and access platform | Sqm | 18.00 | 766.55 | 13,797.9 |
| 7 | 5.33 Providing 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. 5.33.2 All works above plinth level upto floor V l e v e l 5.33.2.1 Concrete of M25 grade with minimm cement content of 330 kg /cum | cum | 5.00 | 10,306.2 | 51,531 |
| 8 | 13.9 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 13.9.220 mm cement plaster | Sqm | 90.00 | 507.85 | 45,706.5 |
| 9 | 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). | Sqm | 90.00 | 166.85 | 15,016.5 |
| 10 | 23.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. 23.1.1 All types of soil 23.1.1.1 300 mm dia | Metre | 90.00 | 592.05 | 53,284.5 |
| 11 | 23.2 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 23.2.1 All types of soil 23.2.1.1 300 mm dia | Metre | 60.00 | 690.7 | 41,442 |
| 12 | 23.2 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground l e v e l . 23.2.2 Rocky strata including Boulders 23.2.2.1 300 mm dia | Metre | 150.00 | 1,561.7 | 2,34,255 |
| 13 | 23.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in- charge. 23.4.3 200 mm nominal size dia | Metre | 300.00 | 1,099.25 | 3,29,775 |
| 14 | 23.12 Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. | Hour | 20.00 | 916.8 | 18,336 |
| 15 | 23.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 23.13.3 200 mm dia | Each | 1.00 | 280.95 | 280.95 |
| 16 | 23.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 23.14.3 200 mm clamp | Each | 1.00 | 1,827 | 1,827 |
| 17 | 23.15Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assem bly of tubewell as per IS:2800 (part I). 23.15.3 200 mm dia | Each | 1.00 | 308.55 | 308.55 |
| 18 | 26.68 Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approvedmanufacturer in foundation and plinth i n : 26.68.1 Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10.00 | 6,057.95 | 60,579.5 |
| 19 | 26.69 Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level 26.69.1 Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10.00 | 8,086.6 | 80,866 |
| 20 | 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work 18.9.8 80 mm nominal inner dia. Pipes. | Metre | 1200.00 | 1,990.4 | 23,88,480 |
| Schedule total | ₹34,48,402.25 | ||||
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