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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.8 LAdmitted-Finance | -25.99% | ₹13.8 L | L1 | Admitted-Finance |
| 2 | L2₹15.5 L+₹1.7 L (12.3%)Admitted-Finance | -16.87% | ₹15.5 L+₹1.7 L (12.3%) | L2 | Admitted-Finance |
| 3 | L3₹17.0 L+₹3.2 L (23.1%)Admitted-Finance | -8.93% | ₹17.0 L+₹3.2 L (23.1%) | L3 | Admitted-Finance |
Tender Value
₹18.7 L
EMD Value
₹37,383
Closing Date
31 May 2026, 6:00 pmClosed
X.En. (RMC) Div.-I, CAD Chambal, Kota
X.En. (RMC) Div.-I, CAD Chambal, Kota
Constructions VRBS, Minor Head and Outlet in Barod Sub Branch Section Sub Division Sultanpur
2026_CADKO_561489_15
NIT No. 03/2026-27 (No. 799-815)
Open Tender
Civil Works
Percentage
365 days
Kota
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
X.En. (RMC) Div.-I, CAD Chambal, Kota
₹37,383
Yes
3 Jun 2026
22 May 2026
1 Jun 2026
22 May 2026
31 May 2026
22 May 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 | Side shuttering including propping etc. complete (to achieve finish F-2 for Block joints of foundation stilling basins buckets, aprons etc. (non-suspended horizontally laid mass concrete) | 413.34 | Sqm | 160 | ₹66,134.4 |
| 2 | Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. In foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete) | 82.95 | Cum | 140 | ₹11,613 |
| 3 | Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and removing. | 24 | Sqm | 225 | ₹5,400 |
| 4 | Supplying of M.S. reinforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. Tor or ribbed bars (IS :1786) | 5,470.94 | Kg | 78 | ₹4,26,733.32 |
| 5 | Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type gate with frame consisting of skin plate, sealing frame, stiffeners, horizontal and vertical girders, guide, stainless steel flat/Brass flat, rivets, wedges, lifting rods etc., with all accessories as per relevant IS code including frame & gate complete set for Canal Cross, Escape, Head regulator/Tank head regulator including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, seal fixing, tools and tackles etc., applying two coat of zinc rich epoxy primer to give dry film thickness of 70 plus/minus 5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150 plus/minus 5 microns per coat thus total dry film | 0.52 | MT | 1,55,613.6 | ₹80,919.07 |
| 5.01 | thickness of all coats, including primer coating, should not be less than 350 microns, complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials. | - | - | - | - |
| 6 | Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Ordinary | 1,683.5 | Sqm | 1.45 | ₹2,441.08 |
| 7 | Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of : 1 75 mm | 32.64 | Sqm | 480 | ₹15,667.2 |
| 8 | Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. (diametre) 200mm (Excluding Labour Charges) NP-3 | 15 | RM | 558 | ₹8,370 |
| 9 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect. (b) Hard / dense soil | 229.13 | Cum | 79 | ₹18,101.27 |
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