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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.9 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹65.8 L+₹28.9 L (78.3%)Rejected-Finance | L2 | Rejected-Finance NOT LOWEST BIDDER | |
| 3 | Rejected-Technical | - | Rejected-Technical Not admitted, due to MOU as per tender clause Sch A Note 1.4(h) and 1.9.4 not submitted. |
| Sl No | Description | Qty | Unit | classic contriction co. L2 | NEW NOIDA INDUSTRIES PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00SCHEDULE 'A' PART-I (BUILDING WORKS (PRECAST CONCRETE TECHNOLOGY) INCLUDING SANITARY FITTINGS) Notes: This schedule is not prepriced by MES and the prepriced rates indicated as "Rs.0.00" under column 5 signifies this fact only. | |||||
| 2.00 | Construction of block of ‘SINGLE ACCN FOR 04 JCOs G+1 plinth area 184.88 Sqm with stair case constructed by using Precast Concrete Technology’ including designing and submission of structural drawing and detail working drawing duly vetting drawing from IIT considering the following and complete all as specified and shown on drawings.
(i) Panel of foundations, walls, columns, beams and slab shall be Reinforced Precast Concrete made with jointing provision of tongue and groove system.
(ii) Room height shall be 3200mm from FFL to Slab bottom.
(iii) The Precast foundations shall be precast concrete foundations with locking arrangement.
(iv) Based on SBC (10 Tonne per Sqm at a depth of 1.5m) the sizing of the foundations and design of structure shall be arrived.
(v) The walls shall be Precast Concrete Wall with reinforcement as per approved design having all Electrical PVC conduit medium grade ISI marked and Plumbing pipe CPVC of required size and SDR including fittings like elbow, tee etc. shall be embedded during precast.
(vi) Walls shall be 125 mm thick, with height from the top of foundations to the bottom of roof slab. As per approved drawings.
Cont/- | 1 | Each | 56,40,000 ₹56,40,000 | 30,40,000 ₹30,40,000 Lowest |
| 2.01Cont/- (vii) The Roofs shall be made with Precast Concrete Roof Technology which comes and gets locked both geometrically as well as by shear keys with the Walls and Beams. The thickness of roof shall 125 mm. (viii) The Beams provided shall be as per structural design & shear key connectors with walls. Keys to be provided in the beams for locking the roofs which will come and rest on them. (ix) Precast RCC Technology as per MOU with approved manufacturer shall be used in fabricating the various panel should have a minimum 28 days compressive strength of minimum 30 Mpa, in all elements. The mixer machine used in casting shall be minimum RM mixers, with weigh batching arrangements. The concrete to be Compacted with high quality screed and high frequency needle vibrators. (x) Cost of Transportation and erection at site location, shall be deemed included in quoted rates and no extra cost shall be paid on this accout. (xi) Precast RCC members should be reinforced with Fe 550 steel reinforcement bars. Cont/- | |||||
| 2.02Cont/- (xii) Provision for anchorage for lifting shall be provided in each panel for safe lifting and erection on site. (xiii) Overall all the members to have finish as rough finish to receive finishes (Paint and Putty) properly. The finish surface shall be leveled to a tolerance of + 5mm. (xiv) Contractors shall integrate the MEP’s (Mechanical, Electrical, Plumbing and structural system) during the fabrication of the panels in the factory to save efforts after installation. All the plumbing water supply pipes (CPVC- 15/20 / 25 mm dia ) and their MTA (Brass, Elbow, Band etc.) and FTA (Tee) shall be placed in the panels during casting and similarly for the Switch boxes and PVC conduits and fan and light boxes which shall be embedded in the casting itself. (xv) The 75 mm and 100 mm pipes to be laid after the erection but provision of cuts to be provided in the panels themselves. (xvi) Excavation in soft/loose soil at the site shall be done as per approved design. Cont/- | |||||
| 2.03Cont/- (xvii) Plinth protection shall be provide 75mm thick and 750mm wide all around the building with PCC (1:3:6) type B1 using 20mm graded aggregate with souser drain 150mm wide and 75mm thick all as specified. (xviii) Foundations once kept shall have a level with variation of less than 2 mm on the top (xix) Erection of Foundations and all precast elements shall be done with Crane of required capacity and size as required at site. (xx) The style of construction of Precast should take care of all the Design Considerations given in clause 8 of IS 15916:2010. (xxi) The components are loaded with loads as stated in IS 1875 latest version. (xxii) Close liaison between the production, erection and design agencies shall be made. (xxiii) The manufacturing, curing, Storing, transportation, guidelines to be followed as given in IS 15916 and relevant codal provision on precast concrete structure. Cont/- | |||||
| 2.04Cont/- (xxiv) The internal walls shall be finished with Cement Based Putty 2mm thick and painted with 2 coat of Acrylic Emulsion Distemper and external surface shall be painted with 2 coat of anti fungal water proofing exterior weather coat paint over a coat of white cement primer. Ceiling shall be finished with 2 coat of acrylic emulsion distemper over a coat of cement based putty. (xxv) Flooring of room shall be Ceramic non skid tiles of size 600X600X 7-8mm and staircase raiser & tread shall be 17-20mm granite of black color with screed bedding as required all as specified. (xxvi) Flooring in Toilet shall be non skid Ceramic Tiles of size 400X400x7mm and wall tile of size of 450x300x7mm up to ht of 2100mm in dado. (xxvii) Sewer lines shall be PVC SWR pipe of 75 and 110 mm including all fittings as required for drainage of WC, Basin etc. complete all as specified. (b) The contractor shall provide sound structural and architectural design of the building (Project) duly ratified and vetted by any one of the Indian Institute of Technology and cost of same shall be deemed included in quoted rates. Cont/- | |||||
| 2.05Cont/- (c) Water proofing shall be provided as specified and roof joint 300 mm wide sealed with liquid rubber treatement as per manufacturer instruction. Welding steel bars to all the steel protruding from the Walls below. Filling the joints with wet mortar 1:4 / concrete (1:2:4) to cover the holes. After the same gets cured then placement of APP membrane self-sticking 3.0 mm wide with Aluminum paint @ 200 gm/sqm over bituminous primer @ 0.30 Ltr/sqm these joint fillings. Followed by Plain Concrete (1:2:4) mix laid to required slope to finish the top surface as specified. (d) All door frame and shutters (flush & wires mesh) shall be provided with 30 mm thick and bathroom door shall be 24mm thick uPVC including necessary fittings with ISI marked like 100mm size steel butt hinges, 200mm long aluminium tower bolt, 300mm long SS sliding bolt, 150mm long cast type aluminium handle complete all as specified. (e) All windows/ventilators shall be Aluminum powder coated sliding/openabel as required basis with mosquito proofing and MS grill. All windows shall be fixed on 20mm granite sill to supports the window frames of suitable size. Cont/- | |||||
| 2.06Cont/- (f) Grill/Hand railings on staircase and balcony shall be stainless steel 900mm high of minimum 50mm outer dia. (g) All Sanitary fittings, bathroom fitting shall be provided with fittings as per shown on drawing and specified. (i) Oval type vitreous china Wash hand basin with RCC slab and granite top white colour including waste coupling, waste pipe and hot and cold connection with basin mixer, angle valve, CP tube and provision of PVC Celuka board 20 mm thick shutters with accessories. (ii) Vitreous China Water Closet Pan (Pedestal Pattern) single piece (including flushing cistern and seat cover) (iii) Looking Mirrors 5 mm thick 450 x 600 rounded edge selected quality glass with PVC back and brass screw. (iv) Bib Cock CP Brass fancy type long body 15 mm dia. (v) Angle cock CP Brass for geyser etc. (vi) CP Brass Shower Rose 125mm dia with shower arm and sievel joint. (vii) Corner Glass shelf 10mm thick, SS soap dish, SS peg sets with 6 pegs. Cont/- | |||||
| 2.07Cont/- (viii) Towel Rails CP Brass 600mm long. (ix) PVC tank Rotational Moulded Poly Ethylene multilayer water storage tanks of 1000 liter, triple layer in white colour. Including 20 mm brass ball valve with gate valve and 15mm, 20mm CPVC pipes and PVC tank shall be mounted on a plateform of 1500 X 1500 X 100mm PCC plateform. complete all as sepcified and directed. (x) Health Faucet CP Brass with sufficient length of suitable pipe. Note:- Sanitary items including fittings excluding items considered under Sch 'A' Part-II (Internal Water Supply) are included in lumpsum (Building Part-I), No extra payment will be made on this account. | |||||
| 3.00SCHEDULE ‘A’ PART-II (INTERNAL WATER SUPPLY) | |||||
Tender Value
₹42.7 L
EMD Value
₹85,360
Closing Date
17 Mar 2026, 6:00 pmClosed
GE (WEST) MATHURA
GE (WEST) MATHURA
PROVN OF 04 X SINGLE LIVING ACCOMODATION FOR JCO UNDER GE (WEST) MATHURA
2026_MES_752052_2
8300/1367/E8
Open Tender
Civil Works
Lump-sum
90 days
GE (WEST) MATHURA
AS PER NIT
10 documents required · 10 mandatory
₹500
GE (WEST) MATHURA
₹85,360
Yes
16 Apr 2026
3 Mar 2026
19 Mar 2026
3 Mar 2026
17 Mar 2026
10 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SCHEDULE 'A' PART-I (BUILDING WORKS (PRECAST CONCRETE TECHNOLOGY) INCLUDING SANITARY FITTINGS) Notes: This schedule is not prepriced by MES and the prepriced rates indicated as "Rs.0.00" under column 5 signifies this fact only. | |||||
| 2 | Construction of block of ‘SINGLE ACCN FOR 04 JCOs G+1 plinth area 184.88 Sqm with stair case constructed by using Precast Concrete Technology’ including designing and submission of structural drawing and detail working drawing duly vetting drawing from IIT considering the following and complete all as specified and shown on drawings.
(i) Panel of foundations, walls, columns, beams and slab shall be Reinforced Precast Concrete made with jointing provision of tongue and groove system.
(ii) Room height shall be 3200mm from FFL to Slab bottom.
(iii) The Precast foundations shall be precast concrete foundations with locking arrangement.
(iv) Based on SBC (10 Tonne per Sqm at a depth of 1.5m) the sizing of the foundations and design of structure shall be arrived.
(v) The walls shall be Precast Concrete Wall with reinforcement as per approved design having all Electrical PVC conduit medium grade ISI marked and Plumbing pipe CPVC of required size and SDR including fittings like elbow, tee etc. shall be embedded during precast.
(vi) Walls shall be 125 mm thick, with height from the top of foundations to the bottom of roof slab. As per approved drawings.
Cont/- | 1 | Each | - | - |
| 2.01 | Cont/-
(vii) The Roofs shall be made with Precast Concrete Roof Technology which comes and gets locked both geometrically as well as by shear keys with the Walls and Beams. The thickness of roof shall 125 mm.
(viii) The Beams provided shall be as per structural design & shear key connectors with walls. Keys to be provided in the beams for locking the roofs which will come and rest on them.
(ix) Precast RCC Technology as per MOU with approved manufacturer shall be used in fabricating the various panel should have a minimum 28 days compressive strength of minimum 30 Mpa, in all elements. The mixer machine used in casting shall be minimum RM mixers, with weigh batching arrangements. The concrete to be Compacted with high quality screed and high frequency needle vibrators.
(x) Cost of Transportation and erection at site location, shall be deemed included in quoted rates and no extra cost shall be paid on this accout.
(xi) Precast RCC members should be reinforced with Fe 550 steel reinforcement bars.
Cont/- | - | - | - | - |
| 2.02 | Cont/-
(xii) Provision for anchorage for lifting shall be provided in each panel for safe lifting and erection on site.
(xiii) Overall all the members to have finish as rough finish to receive finishes (Paint and Putty) properly. The finish surface shall be leveled to a tolerance of + 5mm.
(xiv) Contractors shall integrate the MEP’s (Mechanical, Electrical, Plumbing and structural system) during the fabrication of the panels in the factory to save efforts after installation. All the plumbing water supply pipes (CPVC- 15/20 / 25 mm dia ) and their MTA (Brass, Elbow, Band etc.) and FTA (Tee) shall be placed in the panels during casting and similarly for the Switch boxes and PVC conduits and fan and light boxes which shall be embedded in the casting itself.
(xv) The 75 mm and 100 mm pipes to be laid after the erection but provision of cuts to be provided in the panels themselves.
(xvi) Excavation in soft/loose soil at the site shall be done as per approved design.
Cont/- | - | - | - | - |
| 2.03 | Cont/-
(xvii) Plinth protection shall be provide 75mm thick and 750mm wide all around the building with PCC (1:3:6) type B1 using 20mm graded aggregate with souser drain 150mm wide and 75mm thick all as specified.
(xviii) Foundations once kept shall have a level with variation of less than 2 mm on the top
(xix) Erection of Foundations and all precast elements shall be done with Crane of required capacity and size as required at site.
(xx) The style of construction of Precast should take care of all the Design Considerations given in clause 8 of IS 15916:2010.
(xxi) The components are loaded with loads as stated in IS 1875 latest version.
(xxii) Close liaison between the production, erection and design agencies shall be made.
(xxiii) The manufacturing, curing, Storing, transportation, guidelines to be followed as given in IS 15916 and relevant codal provision on precast concrete structure.
Cont/- | - | - | - | - |
| 2.04 | Cont/-
(xxiv) The internal walls shall be finished with Cement Based Putty 2mm thick and painted with 2 coat of Acrylic Emulsion Distemper and external surface shall be painted with 2 coat of anti fungal water proofing exterior weather coat paint over a coat of white cement primer. Ceiling shall be finished with 2 coat of acrylic emulsion distemper over a coat of cement based putty.
(xxv) Flooring of room shall be Ceramic non skid tiles of size 600X600X 7-8mm and staircase raiser & tread shall be 17-20mm granite of black color with screed bedding as required all as specified.
(xxvi) Flooring in Toilet shall be non skid Ceramic Tiles of size 400X400x7mm and wall tile of size of 450x300x7mm up to ht of 2100mm in dado.
(xxvii) Sewer lines shall be PVC SWR pipe of 75 and 110 mm including all fittings as required for drainage of WC, Basin etc. complete all as specified.
(b) The contractor shall provide sound structural and architectural design of the building (Project) duly ratified and vetted by any one of the Indian Institute of Technology and cost of same shall be deemed included in quoted rates.
Cont/- | - | - | - | - |
| 2.05 | Cont/-
(c) Water proofing shall be provided as specified and roof joint 300 mm wide sealed with liquid rubber treatement as per manufacturer instruction. Welding steel bars to all the steel protruding from the Walls below. Filling the joints with wet mortar 1:4 / concrete (1:2:4) to cover the holes. After the same gets cured then placement of APP membrane self-sticking 3.0 mm wide with Aluminum paint @ 200 gm/sqm over bituminous primer @ 0.30 Ltr/sqm these joint fillings. Followed by Plain Concrete (1:2:4) mix laid to required slope to finish the top surface as specified.
(d) All door frame and shutters (flush & wires mesh) shall be provided with 30 mm thick and bathroom door shall be 24mm thick uPVC including necessary fittings with ISI marked like 100mm size steel butt hinges, 200mm long aluminium tower bolt, 300mm long SS sliding bolt, 150mm long cast type aluminium handle complete all as specified.
(e) All windows/ventilators shall be Aluminum powder coated sliding/openabel as required basis with mosquito proofing and MS grill. All windows shall be fixed on 20mm granite sill to supports the window frames of suitable size.
Cont/- | - | - | - | - |
| 2.06 | Cont/-
(f) Grill/Hand railings on staircase and balcony shall be stainless steel 900mm high of minimum 50mm outer dia.
(g) All Sanitary fittings, bathroom fitting shall be provided with fittings as per shown on drawing and specified.
(i) Oval type vitreous china Wash hand basin with RCC slab and granite top white colour including waste coupling, waste pipe and hot and cold connection with basin mixer, angle valve, CP tube and provision of PVC Celuka board 20 mm thick shutters with accessories.
(ii) Vitreous China Water Closet Pan (Pedestal Pattern) single piece (including flushing cistern and seat cover)
(iii) Looking Mirrors 5 mm thick 450 x 600 rounded edge selected quality glass with PVC back and brass screw.
(iv) Bib Cock CP Brass fancy type long body 15 mm dia.
(v) Angle cock CP Brass for geyser etc.
(vi) CP Brass Shower Rose 125mm dia with shower arm and sievel joint.
(vii) Corner Glass shelf 10mm thick, SS soap dish, SS peg sets with 6 pegs.
Cont/- | - | - | - | - |
| 2.07 | Cont/-
(viii) Towel Rails CP Brass 600mm long.
(ix) PVC tank Rotational Moulded Poly Ethylene multilayer water storage tanks of 1000 liter, triple layer in white colour. Including 20 mm brass ball valve with gate valve and 15mm, 20mm CPVC pipes and PVC tank shall be mounted on a plateform of 1500 X 1500 X 100mm PCC plateform. complete all as sepcified and directed.
(x) Health Faucet CP Brass with sufficient length of suitable pipe.
Note:- Sanitary items including fittings excluding items considered under Sch 'A' Part-II (Internal Water Supply) are included in lumpsum (Building Part-I), No extra payment will be made on this account. | - | - | - | - |
| 3SCHEDULE ‘A’ PART-II (INTERNAL WATER SUPPLY) | |||||
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