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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.9 LAccepted-Finance | ₹49.9 L | L1 | Accepted-Finance As per Board Recommendation |
| 2 | L2₹54.0 L+₹4.1 L (8.13%)Rejected-Finance | ₹54.0 L+₹4.1 L (8.13%) | L2 | Rejected-Finance As per Board Recommendation |
| 3 | L3₹55.7 L+₹5.8 L (11.5%)Rejected-Finance 9 BEERASWARA NAGAR RBI LAYOUT MAINROAD JP NAGAR 7TH PHASE BANGALORE 560078 | BENGALURU URBAN | KARNATAKA | 560078 | ₹55.7 L+₹5.8 L (11.5%) | L3 | Rejected-Finance As per Board Recommendation |
| 4 | Rejected-Technical | - | - | Rejected-Technical As per board recommendation |
| Sl No | Description | Qty | Unit | SLV Enterprises L3 | OMKAR MANOHAR CHIKORDE L1 | ABHIVRUDHI CONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|
| 1.01 | 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 lift upto 1.5 m, as directed by Engineer-incharge.Hard rock (blasting prohibited) | 431.08 | Cum | 275 ₹1,18,547 Lowest | 399 ₹1,72,000.92 | 350 ₹1,50,878 |
| 1.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 22.21 | Cum | 6,500 ₹1,44,365 | 6,999 ₹1,55,447.79 | 5,680 ₹1,26,152.8 Lowest |
| 1.03 | 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. Note: Extra cement up to 10% of the minimum specified cement
content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | 76.61 | Cum | 9,500 ₹7,27,795 | 7,999 ₹6,12,803.39 | 7,150 ₹5,47,761.5 Lowest |
| 1.04 | All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum | 20.64 | Cum | 13,500 ₹2,78,640 | 8,999 ₹1,85,739.36 | 6,980 ₹1,44,067.2 Lowest |
| 1.05 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | 765 | bag | 450 ₹3,44,250 | 49 ₹37,485 Lowest | 450 ₹3,44,250 |
| 1.06 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more | 8,787 | Kg | 110 ₹9,66,570 | 99 ₹8,69,913 | 94 ₹8,25,978 Lowest |
| 1.07 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. | 2,505 | Kg | 111 ₹2,78,055 | 99 ₹2,47,995 | 94 ₹2,35,470 Lowest |
| 1.08 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 10.54 | Sqm | 450 ₹4,743 Lowest | 999 ₹10,529.46 | 850 ₹8,959 |
| 1.09 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 360.84 | Sqm | 550 ₹1,98,462 Lowest | 999 ₹3,60,479.16 | 750 ₹2,70,630 |
| 1.10 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform | 89.1 | Sqm | 650 ₹57,915 Lowest | 999 ₹89,010.9 | 752 ₹67,003.2 |
Tender Value
₹58.8 L
EMD Value
₹1.2 L
Closing Date
30 Dec 2025, 4:00 pmClosed
DC (Engr),SHQ (BGLR)
office of the Dy Inspector of general, SHQ (BGLR)
Up gradation of water supply system with one deep bore well and two U.G. Tank at 44thBNITBP camp Belagavi Karnataka.
2025_ITBP_889207_1
NIT NO-ITBP/ SHQ (BGLR)/ENGR/E-File- 68139/2025-26-13980
Open Tender
Civil Works - Water Works
Item Rate
180 days
44th Bn ITBP Campus Belagavi
As per tender
3 documents required · 3 mandatory
₹0
₹1.2 L
28 May 2026
10 Dec 2025
31 Dec 2025
10 Dec 2025
30 Dec 2025
10 Dec 2025
10 Dec 2025 - 30 Dec 2025
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 lift upto 1.5 m, as directed by Engineer-incharge.Hard rock (blasting prohibited)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)
Neat cement punning.
Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
Supplying and fixing C.I. cover without frame for manholes : 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg
Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm)
Providing and fixing G.I. pipes : 65 mm dia
Providing and fixing G.I. socket : 65 mm dia
Providing and fixing GI Tee 65mm
Providing and fixing GI Elbow 65mm
Providing and fixing Bress getvalves 65mm
Providing and fixing 5 HP open well Submersible Motor 3 Phase 415 Volt 50 Hzs. Minimum head 120 Metre. for under ground water tank.
Providing and fixing of panel starter for 7.5 HP Submersible pump Star-delta 3phase 415V making all connection complete.
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.. 150 mm nominal size dia
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. ( Volume of gravel packing = volume of boring / drilling - volume of casing pipe)
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.
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 borewell of: 150 mm dia.
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. 150 mm clamp.
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 150 mm dia.
Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc.(but without charcoal/ coke and salt ) as required.
Providing and fixing 25mm x 5mm G.I Strip in 40 mm dia G.I. pipe for earth electrode including conecting with G.I nut, bolt, spring washer, excavtion and refilling etc. as required.
Supplying and fixing following rating, four pole, 415 V, isolatorin the existing MCB DB complete with connections, testing andcommissioning etc. as required. 100Amp
Supplying, installing, testing and commissioning of following capacity TPN tap off box / plug-in box made of 1.6mm thick sheet steel enclosure duly painted with powder coating on existing overhead bus bar system complete with TPN disconnector FSU and HRC fuses, connections, earthing etc. as required.100Amp
Supplying and fixing 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Duble pole
Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required 63 mm dia (OD-63 mm & ID-51 mm nominal)
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. All Types of soil ( 165 mm dia.)
Rocky strata including boulders ( 165 mm dia.)
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 mtr. & upto 250 metre depth below ground level. Rocky strata including boulders ( 165 mm dia.)
Providing and fixing GI Pipes 50 mm dia Including Fixing of Flange in Pipe Joints and necessary nut and bolts etc.all complete as per direction of Engineer-in-charge
Providing and fixing steel rope 10mm dia PVC coated (Tuff/Gurware ) with wire roap clamps for safety of pump set.
Providing and loweing 7.5 HP Submersible pump motor 3 Phase 415 Volt 50 Hzs. Minimum head 250 Metre. suitable for 150 mm bore well.all complete as per direction of Engineer-in-charge
Providing and fixing of panel starter for 10 HP Submersible pump Star-delta 3phase 415V making all connection complete.
Supplying, fixing and lowering of flat three core PVC insulated & PVC sheathed industrial 6 Sqmm Copper conductors Submersible Cable of 3Phase 415 volt 50Hzs
Supplying and laying power cables, solid aluminum conductor 3.5 core 16 sqmm armoured cable , XLPE Insulated,Cores Laid Up, PVC Innersheathed, Aluminium Wire, Extruded PVC Type ST2 Sheathed, 440V Grade As Per IS 7098(Part 1) 1988
Consultancy service for technical vetting of architectural drawing, structural drawing i.e for caring out of structural drawing, architectural drawing, electrical and plumbing drawing for construction work.
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