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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.5 CrAccepted-AOC SCF 134 1ST FLOOR ROSE GARDEN COMPLEX GT ROAD BATHINDA 151001 PUNJAB | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹22.5 Cr Quoted ₹22.7 Cr | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹23.6 Cr+₹94.4 L (4.16%)Rejected-Finance | ₹23.6 Cr+₹94.4 L (4.16%) | L2 | Rejected-Finance Other than lowest |
| 3 | L3₹24.0 Cr+₹1.3 Cr (5.72%)Rejected-Finance 32 PANCHWATI NAGAR BATHINDA PUNJAB 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹24.0 Cr+₹1.3 Cr (5.72%) | L3 | Rejected-Finance Other than lowest |
| 4 | L4₹24.0 Cr+₹1.3 Cr (5.73%)Rejected-Finance | ₹24.0 Cr+₹1.3 Cr (5.73%) | L4 | Rejected-Finance Other than lowest |
| 5 | L5₹24.1 Cr+₹1.4 Cr (6.37%)Rejected-Finance | ₹24.1 Cr+₹1.4 Cr (6.37%) | L5 | Rejected-Finance Other than lowest |
| Sl No | Description | Qty | Unit | DES RAJ AND SONS BUILDERS PVT LTD L8 | Rabina Enterprises Pvt Ltd L5 | VIJAY JINDAL BUILDERS PVT LTD L2 | M/s Madan Lal Bansal and Co. Contractors Pvt. Ltd. L9 | M/s Khanna Enterprises L6 | ENGINEER CONSTRUCTION PVT. LTD. L1 | GEMINI PROMOTERS AND BUILDERS PVT. LTD. L3 | BANSI BUILDER AND CONTRACTORS PVT LTD L4 | vijay infraprojects pvt ltd L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Section - I (Structural repairs to column and beams) | ||||||||||||
| 2.00 | Carefully chipping, removing existing loose/ damaged concrete with plaster by low impact high frequency hammer/ chipper without damaging the existing sound concrete and exposing old reinforcement upto 10mm beyond corroded reinforcement bars using electrically operated diamond concrete saw blade making the edges straight and even and cleaning it by wire brush and then by air blower and including removing rubbish material from building and thrown in low lying empty area at any distance as direccted from the site complete all as specified and as directed. | 712 | Sqm | 64 ₹45,568 | 58 ₹41,296 | 52 ₹37,024 | 72 ₹51,264 | 60 ₹42,720 | 50 ₹35,600 Lowest | 56 ₹39,872 | 65 ₹46,280 | 60 ₹42,720 |
| 3.00 | Cleaning all existing reinforcement bars in Columns/Beams with wire brush/rotary wire brush to make entire circumference surface of bars free from rust scales, loose material, dirt etc., complete and applying alkaline rust converting primer on the existing rebar and allowing it to react with rust for 6 hrs and form a corrosion resistant, insoluble and adherent protective layer including cleaning the reinforcement, wire brushing to remove the rust spalls, complete as per manufacturers instructions, complete all as specified and as directed.
Note :- Mode of measurement: per sqm of breaking area of concrete only.
Make: Sika- Rustoff 100/Fosroc- Reebaklens RR/ Pidilite Dr Fixit Rust Remover / Asian Paints Apcorep Rust Rem / MBTCC (BASF) or Techno commercial equivalent make approved by GE in writing from E-in-C's Br approved list. | 330 | Sqm | 175 ₹57,750 | 162 ₹53,460 | 155 ₹51,150 | 175 ₹57,750 | 170 ₹56,100 | 150 ₹49,500 Lowest | 162 ₹53,460 | 178 ₹58,740 | 172 ₹56,760 |
| 4.00 | Providing and application of Zinc rich epoxy anti-corrosive protective coating for reinforcement bars as corrosion protection system in 2 coats to the entire circumference surface of bars (consumption Qty as per manufacturers instructions but min 0.4 kg/Sqm approx) in Columns/Beams, The product should confirm carbonation resistance of 2 mm and bond strength > 1N/sqmm according to ASTM C 882-78 complete all as specified and as directed.
Note :- Mode of measurement: per sqm of application area of concrete.
Make: Sika- Friazinc R/ Fosroc- Nitozinc Primer/ Pidilite Dr Fixit Zinc Rich Primer / Asian Paints Apcorep Rust coat RB / MBTCC (BASF) or Techno commercial equivalent make approved by GE in writing from E-in-C's Br approved list. | 330 | Sqm | 225 ₹74,250 | 218 ₹71,940 | 210 ₹69,300 | 235 ₹77,550 | 214 ₹70,620 | 200 ₹66,000 Lowest | 218 ₹71,940 | 228 ₹75,240 | 215 ₹70,950 |
| 5.00 | Apply SBR based bonding agent to the entire concrete surface prior to building up of concrete with Polymer modified mortar or any other treatment , (consumption Qty as per manufacturer’s instructions but min 0.4 kg/Sqm approx) including cleaning the surface to remove dirt, dust or any other impurities on the surface of Columns/Beams complete all as specified and as directed.
Make: Sika - SikaDur 32 LP / Fosroc - Nitobond SBR (EP)/ Pidilite Dr Fixit Super Latex (EP) / MBTCC (BASF) or Techno commercial equivalent make approved by GE in writing from E-in-C's Br approved list. | 330 | Sqm | 214 ₹70,620 | 195 ₹64,350 | 205 ₹67,650 | 220 ₹72,600 | 189 ₹62,370 Lowest | 200 ₹66,000 | 218 ₹71,940 | 230 ₹75,900 | 200 ₹66,000 |
| 6.00 | Material and labour for Shear key Connectors by drilling 12mm dia holes in concrete surface of Columns/Beams up to a depth of 75mm maximum, providing and fixing 8 mm diameter High Yield Steel reinforcing bars L shaped (Shear keys shall be 75mm long with embedment length of 50mm and projecting out of the concrete surface with a horizontal bend of about 25mm) as shear connectors at every 300mm c/c or as per site requirement. Clean the hole before fixing using air blower and make sure that there are no fine particles present in the hole and filled the holes with one or two component styrene free vinyl ester resin anchor or two components, styrene & cement free epoxy- acrylate fixing and anchoring compound having consumption 10 to 12ml per hole +3 to 5% wastage. At this stage push the shear connector gently in to the hole and finish the excess resin which comes out of the hole and allow the shear connectors not to be disturbed for Minimum 20 minutes complete all as specified and as directed. Make:- Mentioned in Appx 'B' | 920 | Each | 392 ₹3,60,640 | 372 ₹3,42,240 | 370 ₹3,40,400 | 385 ₹3,54,200 | 378 ₹3,47,760 | 365 ₹3,35,800 Lowest | 378 ₹3,47,760 | 410 ₹3,77,200 | 385 ₹3,54,200 |
| 7.00 | Drilling holes of 16mm dia and above up to suitable depth in concrete surface of Columns/Beams, Clean the hole using air blower and make sure that there are no fine particles present in the hole and filled the holes with one or two component styrene free vinyl ester resin anchor or two components, styrene & cement free epoxy- acrylate fixing and anchoring compound having consumption 50 to 55ml per hole +3 to 5% wastage complete all as specified and as directed.
(Note :- Reinforcement shall be measured and paid seperately under relevant item) | 920 | Each | 175 ₹1,61,000 | 160 ₹1,47,200 | 162 ₹1,49,040 | 175 ₹1,61,000 | 167 ₹1,53,640 | 150 ₹1,38,000 | 140 ₹1,28,800 Lowest | 190 ₹1,74,800 | 170 ₹1,56,400 |
| 8.00 | M&L for drilling and cementitious injection grouting in the prefixed nozzle, using plasticized expanding grout admixture cementitious grouts MBT Non- shrinkage material having mixed with cement @ 225 gms per 50kg of cement. Fix the drill and fix 10-12 mm dia, 50-75 mm long PVC injection packers at approved spacing as per methodology, not less than 3 Nos per Sqm in cleaned holes with fast setting mortar. Later cleaning the treatment and start grouting with pressure machine. Later the nozzles shall be cut, and space shall be refilled with SBR modified mortar. Using 140 PSI pressure grouting machine for the complete work. All work shall be executed as per direction of Engineer-in-charge, Including all Material, Labour, Tools and Machinery etc. for column, roof beam, plinth beam etc where directed after thermal scanning the structural member complete all as specified and as directed.
Make of material : Sika / Fosroc / Pidilite / Asian Paints / MBTCC (BASF) or Techno commercial equivalent make approved by GE in writing from E-in-C's Br approved list. | 4,000 | Sqm | 472 ₹18,88,000 | 440 ₹17,60,000 Lowest | 442 ₹17,68,000 | 480 ₹19,20,000 | 450 ₹18,00,000 | 450 ₹18,00,000 | 462 ₹18,48,000 | 520 ₹20,80,000 | 455 ₹18,20,000 |
| 9.00 | Rebuilding the section of damaged RCC elements to its original size in thickness upto 100mm by providing and casting with ready to use non shrink, cementitious free flow micro-concrete having compressive strength > 60 N/sqmm (28 days) according to ASTM C 1107-99, including mixing, placing and leveling the surface by grinding off cementitious slurry or cementitious joints differences if any and curing complete all as specified and as directed.
Note :- Mode of measurement: per Cum of micro concrete.
Make: Sika- SikaRep Microcrete 4/ Fosroc- Renderoc RG/Pidilite Dr Fixit Micro concrete / MBTCC (BASF) or Techno commercial equivalent make approved by GE in writing from E-in-C's Br approved list. | 100 | Cum | 1,12,500 ₹1,12,50,000 | 1,04,000 ₹1,04,00,000 | 98,100 ₹98,10,000 | 1,07,000 ₹1,07,00,000 | 97,500 ₹97,50,000 | 80,000 ₹80,00,000 | 85,000 ₹85,00,000 | 72,000 ₹72,00,000 Lowest | 1,10,000 ₹1,10,00,000 |
| 10.00Section - II (Structural repairs to Slab and Retaining wall) | ||||||||||||
Tender Value
₹14.1 Cr
EMD Value
₹13.2 L
Closing Date
3 Sept 2025, 6:00 pmClosed
CE Bathinda Zone
HQ Chief Engineer Bathinda Zone Bathinda Mil Stn 151004
ADDN/ALTERATION OF 21 x ESH SHEDS AT LALGARH JATTAN MIL STN (Job No AMWP 2024-25, SPMT LIST-V, SER NO 02 )
2025_MES_720343_1
84520 CE BTZ/LGJ/TOKEN-25 OF 2025-26
Open Tender
Civil Works
Item Rate
243 days
Lalgarh Jattan
As per NIT
9 documents required · 9 mandatory
₹3,000
GE Laqlgarh Jattan
₹13.2 L
Yes
22 Sept 2025
14 Jul 2025
5 Sept 2025
14 Jul 2025
3 Sept 2025
27 Aug 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Section - I (Structural repairs to column and beams) | |||||
| 2 | Carefully chipping, removing existing loose/ damaged concrete with plaster by low impact high frequency hammer/ chipper without damaging the existing sound concrete and exposing old reinforcement upto 10mm beyond corroded reinforcement bars using electrically operated diamond concrete saw blade making the edges straight and even and cleaning it by wire brush and then by air blower and including removing rubbish material from building and thrown in low lying empty area at any distance as direccted from the site complete all as specified and as directed by Engineer-in-Charge. | 650 | Sqm | - | - |
| 3 | Cleaning all existing reinforcement bars in Columns/Beams with wire brush/rotary wire brush to make entire circumference surface of bars free from rust scales, loose material, dirt etc., complete and applying alkaline rust converting primer on the existing rebar and allowing it to react with rust for 6 hrs and form a corrosion resistant, insoluble and adherent protective layer including cleaning the reinforcement, wire brushing to remove the rust spalls, complete as per manufacturers instructions, complete all as specified and as directed by Engineer-in-charge.
Note :- Mode of measurement: per sqm of breaking area of concrete only.
Make: Sika- Rustoff 100/Fosroc- Reebaklens RR/ OM AGRO- DERUSTER / Pidilite Dr Fixit Rust Remover, Asian Paints Apcorep Rust Rem or Techno commercial equivalent make approved by GE in writing from E-in-C's Br approved list. | 300 | Sqm | - | - |
| 4 | Providing and application of Zinc rich epoxy anti-corrosive protective coating for reinforcement bars as corrosion protection system in 2 coats to the entire circumference surface of bars (consumption Qty as per manufacturers instructions but min 0.4 kg/Sqm approx) in Columns/Beams, The product should confirm carbonation resistance of 2 mm and bond strength > 1N/sqmm according to ASTM C 882-78 complete all as specified and as directed by Engineer-in-charge
Note :- Mode of measurement: per sqm of application area of concrete.
Make: Sika- Friazinc R/ Fosroc- Nitozinc Primer/ Pidilite Dr Fixit Zinc Rich Primer, Asian Paints Apcorep Rust coat RB or Techno commercial equivalent make approved by GE in writing from E-in-C's Br approved list. | 300 | Sqm | - | - |
| 5 | Apply SBR based bonding agent to the entire concrete surface prior to building up of concrete with Polymer modified mortar or any other treatment , (consumption Qty as per manufacturer’s instructions but min 0.4 kg/Sqm approx) including cleaning the surface to remove dirt, dust or any other impurities on the surface of Columns/Beams complete all as specified and as directed by Engineer-in-charge.
Make: Sika - SikaDur 32 LP / Fosroc - Nitobond SBR (EP)/ Pidilite Dr Fixit Super Latex (EP) or Techno commercial equivalent make approved by GE in writing from E-in-C's Br approved list. | 300 | Sqm | - | - |
| 6 | Material and labour for Shear key Connectors by drilling 12mm dia holes in concrete surface of Columns/Beams up to a depth of 75mm maximum, providing and fixing 8 mm diameter High Yield Steel reinforcing bars L shaped (Shear keys shall be 75mm long with embedment length of 50mm and projecting out of the concrete surface with a horizontal bend of about 25mm) as shear connectors at every 300mm c/c or as per site requirement. Clean the hole before fixing using air blower and make sure that there are no fine particles present in the hole and filled the holes with one or two component styrene free vinyl ester resin anchor or two components, styrene & cement free epoxy- acrylate fixing and anchoring compound having consumption 10 to 12ml per hole +3 to 5% wastage. At this stage push the shear connector gently in to the hole and finish the excess resin which comes out of the hole and allow the shear connectors not to be disturbed for Minimum 20 minutes complete all as specified and as directed by Engineer-in-Charge. Make:- Mentioned in Appx 'B' | 840 | Each | - | - |
| 7 | Drilling holes of 16mm dia and above up to suitable depth in concrete surface of Columns/Beams, Clean the hole using air blower and make sure that there are no fine particles present in the hole and filled the holes with one or two component styrene free vinyl ester resin anchor or two components, styrene & cement free epoxy- acrylate fixing and anchoring compound having consumption 50 to 55ml per hole +3 to 5% wastage complete all as specified and as directed by Engineer-in-charge.
(Note :- Reinforcement shall be measured and paid seperately under relevant item) | 840 | Each | - | - |
| 8 | Drilling Holes of 12mm dia up to 100 mm deep holes in structural members (surface of Columns/Beams) at the interval of 300 mm in staggered manner or along the crack line in Reinforced Concrete (RC) structural element including cleaning of the holes by air blower and inserting 12mm dia NRV (Non Returnable Valve) nozzle compatible with epoxy injector and having machined external end to receive outlet of Grouting Gun. Fix inside the hole by applying thixotropic epoxy adhesive to ensure complete sealing and allow curing the system for minimum of 8 Hrs before Grouting including nozzle projections, excess putty, if any, over concrete element by grinding, leveling and finishing the external surface, after completion of the work, etc. complete all as specified and as directed by Engineer-in-charge. | 1,000 | Each | - | - |
| 9 | Material and labour for Grouting, injecting two part, low viscosity, moisture insensitive injection liquid based on high strength epoxy resin by pressure and using pressure epoxy injector with accessories till nozzle refused to accept the grout including mixing of grout having following properties and all as directed by Engineer-in-charge :-
(i) Mixed Density 1.1 kg/l (at +27°C); Viscosity ~ 250 mPas at +30°C and should comply according to ASTM C 881, Type II and IV, Grade-1, Class E+F
(ii) Compressive strength >= 70 N/sqmm (7 days) according to ASTM C 579; Tensile Strength ~ 50 N/sqmm (after 7 days at +30°C cure) (According to ASTM D 638); Tensile Modulus ~ 2000 N/sqmm (after 7 days at +30°C cure) (According to ASTM D 638);
(iii) Bond Strength ~ 10.8 N/sqmm (failure in concrete) after 14 days at +30°C cure; Flexural strength ~ 50 N/sqmm according to ISO 178.
(iv) Seal the nozzle with thixotropic epoxy adhesive after the refusal of grout material from the nozzle.
Note:- (i) leakage through other nozzle or cracks are required to be monitored while grouting and such points to be sealed as and when required without any extra cost
(ii) Mode of measurement: per kg of material consumed
Make: Sika - SikaDur 52 LP/ Fosroc- Conbextra EP 10/ Pidilite Dr Fixit Epoxy Injection Grout, Asian Paints Apcorep Inject grout or Techno commercial equivalent make approved by GE in writing from E-in-C's Br approved list. | 250 | Kg | - | - |
| 10 | Rebuilding the section of damaged RCC elements to its original size in thickness upto 100mm by providing and casting with ready to use non shrink, cementitious free flow micro-concrete having compressive strength > 60 N/sqmm (28 days) according to ASTM C 1107-99, including mixing, placing and leveling the surface by grinding off cementitious slurry or cementitious joints differences if any and curing complete all as specified and as directed by Engineer-in-charge.
Note :- Mode of measurement: per Cum of micro concrete.
Make: Sika- SikaRep Microcrete 4/ Fosroc- Renderoc RG/Pidilite Dr Fixit Micro concrete or Techno commercial equivalent make approved by GE in writing from E-in-C's Br approved list. | 80 | Cum | - | - |
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