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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.9 CrAdmitted-Finance PLOT NO HIG 7 CHUNVATI LANE GOPALGAN BALASORE 756001 | BALESHWAR | ODISHA | 756001 | ₹27.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹28.9 CrAdmitted-Finance BAKRON KA WADA NEAR NEELAM CINEMA JODHPUR ROAD BALOTRA BARMER RAJASTHAN 344022 | BALOTRA | BARMER | RAJASTHAN | 344022 | ₹28.9 Cr | L2 | Admitted-Finance |
| 3 | L3₹29.4 CrAdmitted-Finance | ₹29.4 Cr | L3 | Admitted-Finance |
| 4 | L4₹31.8 CrAdmitted-Finance | ₹31.8 Cr | L4 | Admitted-Finance |
| 5 | L5₹31.9 CrAdmitted-Finance | ₹31.9 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Varindera Constructions Limited L18 | SHRI GURMUKHDAS CONTRACTORS PVT. LTD. L6 | LIRA CONSTRUCTIONS PVT LTD L1 | Agarwal Jagdish Construction Company Pvt. Ltd. L16 | NSC Projects Pvt. Ltd. L8 | ENGINEER CONSTRUCTION PVT. LTD. L17 | SVS PROJECTS L12 | Komal Buildcon Pvt. Ltd. L4 | SOOD ASSOCIATES PVT LTD L14 | CH.VEERARAGHAVULU CONSTRUCTION PVT LTD L3 | Rabina Enterprises Pvt Ltd L5 | Brahma Infra L2 | CMRGS Infrastructure Projects Ltd L7 | CHHABINDRA KUMAR PRADHAN L9 | SHRADHA SABOORI PROJECTS INDIA PRIVATE LIMITED L11 | MAHINDER PAL CONSTRUCTIONS PVT LTD L13 | DILLIP CONSTRUCTIONS PVT LTD L10 | Vriddhi Infratech India Private Limited L15 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 0.00Schedule 'A' PART - I : PRE-ENGINEERED BUILDING (PEB) WAREHOUSE WITH ANNEXES are not prepriced by MES and prepriced rates indicates 0.0 under column 5 signifies this fact only. | |||||||||||||||||||||
| 1.00 | Preparation & submission of Architectural and Structural Designs including Plan, Elevation, Sections, yard stick alongwith 3D Walkthrough, for Pre-Engineered Building warehouse of size 60mmx40mm (clear inner size excluding steel stanchions/stanchions/ columns), clear hight 11.80m as indicated in the line plans with RCC foundation, RCC framed structure up to plinth level including plinth beam alongwith Annexes C- SHAPE (G+02) on three sides of the warehouse with RCC foundation and RCC roof, AAC block masonry, etc including design of sliding door with manual & motorized warehouse doors 3 Nos of sizes as indicated in line plan, Hydraulic docks 7 MT capacity (1 at entry and 1 at exit side), length 3.0m x width 2.1m x hight 1.05m, RCC floor slab and PQC flooring to the extent as indicated in line plan of warehouse and fixing arrangement of bird proof net below roof and door openings and getting the same checked and verified by HQ Chief Engineer (CG) Visakhapatnam including making necessary corrections/ amplifying as advised and finally vetting the design drawing by any IIT (directly by the institute and not by any professor in individual capacity) and submission to HQ Chief Engineer (CG) Visakhapatnam for final approval complete all as specified." | 1 | Each Job | 45,00,000 ₹45 L | - | 10,00,000 ₹10 L | 40,00,000 ₹40 L | 1,00,00,000 ₹1 Cr | 41,25,000 ₹41.3 L | 25,79,999 ₹25.8 L | 60,00,000 ₹60 L | 20,77,077 ₹20.8 L | 15,00,000 ₹15 L | 37,51,000 ₹37.5 L | 20,00,000 ₹20 L | 25,00,000 ₹25 L | 9,95,000 ₹9.9 L | 99,25,000 ₹99.3 L | 40,00,000 ₹40 L | - | 48,00,000 ₹48 L |
| 1.01 | Construction of Pre-Engineered Building warehouse of size 60mx40m (clear inner size excluding steel stanchions/ columns), clear height 11.80m as indicated in the line plans with RCC foundation, RCC framed structure up to plinth level including plinth beam along with Annexes C-SHAPE (G+02) on three sides of the warehouse with RCC foundation and RCC framed structure with RCC roof, AAC block masonry, etc. With Motorised sliding door( 3 Nos) with manual & motorized warehouse doors, Hydraulics docks 7 MT capacity ( 1 at entry and 1 at exit side), length 3.0m x width 2.1m x height 1.05m. complete all as specified and as shown on approved drawings and as directed. Details in brief are as given below:
(A) Main PEB Warehouse
(i) Excavation in any type of soil
(ii) PCC 1:4:8 type D2 as in foundation concrete
(iii) Sub Structure : RCC design mix and CRS steel reinforcement in foundations, columns & plinth beam. ATT treatment, RFR, filling under floor etc.
(iv) Super structure: Superstructure is to be of steel PEB (as shown in drawing), PEB Structure is to be designed duly considering the Design parameters and soil investigation report attached as Appendix 'A' & Appendix 'B' to Schedule 'A' respectively. Galvalume sheet wall cladding with over lap of 150 mm shall be provided above roof level of annexes and for full height on rear side. Motorized sliding warehouse door of sizs as shown on drawing shall be designed to withstand the wind loads. | 1 | Each Job | 30,50,00,000 ₹30.5 Cr | 24,70,00,000 ₹24.7 Cr | 20,78,00,000 ₹20.8 Cr | 27,70,00,000 ₹27.7 Cr | 21,69,89,007 ₹21.7 Cr | 28,75,50,000 ₹28.8 Cr | 27,27,95,999 ₹27.3 Cr | 25,00,00,000 ₹25 Cr | 28,70,77,077 ₹28.7 Cr | 22,91,00,000 ₹22.9 Cr | 23,12,99,828.32 ₹23.1 Cr | 21,30,00,000 ₹21.3 Cr | 24,99,00,000 ₹25.0 Cr | 26,25,00,000 ₹26.3 Cr | 26,36,00,000 ₹26.4 Cr | 26,50,00,000 ₹26.5 Cr | 13,32,00,000 ₹13.3 Cr | 27,15,40,000 ₹27.2 Cr |
| 1.02(v) Roof & cladding: Galvalume sheet roofing 0.5mm TCT, fixed to the structural steel sections as per manufacturer's instructions (vi) Flooring : Flooring inside hangar shall be of Epoxy flooring 12mm thick over 220mm thick PQC with flexural strength of 45 Kg/cm² over 125 mm thick dry lean concrete of M-10 grade over 150 mm thick WMM in single layer over 200 mm thick granular sub base over compacted/rammed sub base, including forming dummy joints 6-8 mm wide and 100 mm deep by sawing and filled with sealing compound, including forming expansion joints filled with 20-25 mm thick approved joint filer board and sealed with sealing compound including construction joint 10 mm wide and 25 mm deep including sealing compound all complete as specified. (vii) Certain portion of warehouse floor shall be with RCC floor slab as indicated in line plan of warehouse. The RCC floor and its under layers shall be designed to withstand a maximum dead load of proposed ARSR arrangement as specified. The RCC floor slab shall also be provided with epoxy floor toping as specified here-in-before. (viii) Plinth protection of PCC 1:3:6 type C2 over 100 mm thick hard core on one side only (i.e other than annexes side). (ix) Suitable size drain with fly ash brick wall and PCC 1:4:8 type D2 foundation concrete and plastering etc shall be designed and constructed along the plinth protection of warehouse and annexes to drain out the rain water collected from the roof of warehouse and annexes efficiently and the drain shall be connected to nearby existing storm water drain as shown in the layout plan. The quoted rate shall deemed to be included for the same. | |||||||||||||||||||||
| 1.03(B) ANNEXES (G+2) (i) Excavation in any type of soil (ii) PCC 1:4:8 type D2 as in foundation concrete (iii) Sub Structure : RCC M-30 design mix and CRS steel reinforcement in foundations, columns & plinth beam etc, ATT treatment RFR, filling under floor etc. (iv) Superstructure : RCC framed structure in design mix with RCC roof, AAC block wall; and with finishes, UPVC windows/ ventilators, PVC doors,Metallic doors/windows and all finishes as shown Sch of finishes drg. (v) The Plinth height/FFL of ware house and annexes shall be 1.75m( Appox) from Natural ground level. hence the quoted rate shall deemed to be included for filling morum under floors as required as per Schedule of finishes. | |||||||||||||||||||||
| 1.04Schedule "A" Part – I-A to Schedule "A" Part – XV: NOTE: Schedule "A" Part – I to Part – XV are prepriced by MES. Bidders shall insert their Lump sum amount in Green coloured field under Column - 6 only | |||||||||||||||||||||
| 2.00 | Lump sum price worked out by the contractor for "Buildings & Structures", as listed in Schedule "A" Part – I-A | 1 | Each Job | 4,35,390 ₹4.4 L | 3,87,000 ₹3.9 L | 4,10,150 ₹4.1 L | 4,03,840 ₹4.0 L | 5,00,000 ₹5 L | 4,01,450 ₹4.0 L | 3,47,999 ₹3.5 L | 3,37,585 ₹3.4 L | 4,63,785 ₹4.6 L | 3,15,500 ₹3.2 L | 4,13,305 ₹4.1 L | 5,00,000 ₹5 L | 3,50,200 ₹3.5 L | 3,15,500 ₹3.2 L | 2,96,570 ₹3.0 L | 3,80,000 ₹3.8 L | 3,60,000 ₹3.6 L | 3,15,500 ₹3.2 L |
| 3.00 | Lump sum price worked out by the contractor for "EARTH WORK AND SITE CLEARANCE", as listed in Schedule "A" Part – II | 1 | Each Job | 6,50,737.75 ₹6.5 L | 2,92,000 ₹2.9 L | 4,68,531.22 ₹4.7 L | 5,83,061.02 ₹5.8 L | 2,61,690 ₹2.6 L | 6,25,000 ₹6.3 L | 5,20,590.2 ₹5.2 L | 2,96,736.41 ₹3.0 L | 3,27,971.83 ₹3.3 L | 5,20,590.2 ₹5.2 L | 5,20,590.2 ₹5.2 L | 5,20,590.2 ₹5.2 L | 5,77,800 ₹5.8 L | 5,20,590.2 ₹5.2 L | 4,11,266 ₹4.1 L | 4,65,000 ₹4.7 L | 5,40,000 ₹5.4 L | 5,20,590 ₹5.2 L |
| 4.00 | Lump sum price worked out by the contractor for "INTERNAL WATER SUPPLY", as listed in Schedule "A" Part – III | 1 | Each Job | 2,15,058.1 ₹2.2 L | 1,58,000 ₹1.6 L | 1,83,288.15 ₹1.8 L | 1,89,397.75 ₹1.9 L | 3,15,259 ₹3.2 L | 1,85,455 ₹1.9 L | 1,87,498 ₹1.9 L | 1,22,192.1 ₹1.2 L | 1,42,964.76 ₹1.4 L | 1,75,956 ₹1.8 L | 1,84,510.07 ₹1.8 L | 1,80,000 ₹1.8 L | 1,35,600 ₹1.4 L | 1,35,000 ₹1.4 L | 1,14,860 ₹1.1 L | 1,80,000 ₹1.8 L | 2,69,807 ₹2.7 L | 1,22,192 ₹1.2 L |
| 5.00 | Lump sum price worked out by the contractor for "INTERNAL ELECTRIC SUPPLY & FLAME PROOF LIGHTING", as listed in Schedule "A" Part – IV | 1 | Each Job | 98,24,438.85 ₹98.2 L | 70,33,000 ₹70.3 L | 57,42,453.7 ₹57.4 L | 87,86,646.16 ₹87.9 L | 88,39,984 ₹88.4 L | 91,25,000 ₹91.3 L | 69,18,618.91 ₹69.2 L | 58,11,639.88 ₹58.1 L | 80,94,784.12 ₹80.9 L | 69,18,618.91 ₹69.2 L | 83,71,528.88 ₹83.7 L | 77,00,000 ₹77 L | 78,18,000 ₹78.2 L | 69,18,618.91 ₹69.2 L | 52,58,149 ₹52.6 L | 85,00,000 ₹85 L | 1,28,00,000 ₹1.3 Cr | 69,18,618 ₹69.2 L |
Tender Value
₹37.8 Cr
EMD Value
₹15 L
Closing Date
22 May 2026, 6:00 pmClosed
Chief Engineer (CG) Visakhapatnam
HQ Chief Engineer (CG) Military Engineer Services,D.No.39-4-2 of 2,Plot No.18,Near Varma Complex, Muralinagar Visakhapatnam 530 007
CONSTRUCTION OF WAREHOUSE AND OTM ACCOMMODATION FOR CGASD AT TARATUA, KHORDHA, BHUBANESWAR
2026_MES_760782_1
CE (CG) /VIZ/Khordha II OF 2026-27
Open Tender
Civil Works
730 days
Bhubaneswar
As per tender
8 documents required · 8 mandatory
₹3,000
Garrison Engineer (I) (CG) Bhubaneswar
₹15 L
Yes
12 Jun 2026
17 Apr 2026
29 May 2026
17 Apr 2026
22 May 2026
15 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0 | Schedule 'A' PART - I : PRE-ENGINEERED BUILDING (PEB) WAREHOUSE WITH ANNEXES are not prepriced by MES and prepriced rates indicates 0.0 under column 5 signifies this fact only. | - | - | - | - |
Preparation & submission of Design for Pre-Engineered Building warehouse of size 60mx40m (clear inner size excluding steel stanchions/ columns), clear height 11.80m as indicated in the line plans with RCC foundation, RCC framed structure up to plinth level including plinth beam along with Annexes C-SHAPE (G+02) on three sides of the warehouse with RCC foundation and RCC framed structure with RCC roof, AAC block masonry, etc., including design of sliding door with manual & motorized warehouse doors 3 Nos of sizes as indicated in line plan, Hydraulics docks 7 MT capacity ( 1 at entry and 1 at exit side), length 3.0m x width 2.1m x height 1.05m, RCC floor slab to the extent as indicated in line plan of warehouse and its under layers shall be designed to withstand a maximum dead load of 24.5Tonne/Sqm. and getting the same checked and verified by HQ Chief Engineer (CG) Visakhapatnam including making necessary corrections/ amplifying as advised and finally vetting the design drawings by any IIT (directly by the institute and not by any professor in individual capacity) and submission to HQ Chief Engineer (CG) Visakhapatnam for final approval complete all as specified. | - | Each Job | - | - | |
Construction of Pre-Engineered Building warehouse of size 60mx40m (clear inner size excluding steel stanchions/ columns), clear height 11.80m as indicated in the line plans with RCC foundation, RCC framed structure up to plinth level including plinth beam along with Annexes C-SHAPE (G+02) on three sides of the warehouse with RCC foundation and RCC framed structure with RCC roof, AAC block masonry, etc.,with Motorised sliding door( 3 Nos) with manual & motorized warehouse doors, Hydraulics docks 7 MT capacity ( 1 at entry and 1 at exit side), length 3.0m x width 2.1m x height 1.05m. complete all as specified and as shown on approved drawings and as directed. Details in brief are as given below:
(A) Main PEB Warehouse
(i) Excavation in any type of soil
(ii) PCC 1:4:8 type D2 as in foundation concrete
(iii) Sub Structure : RCC design mix and CRS steel reinforcement in foundations, columns & plinth beam. ATT treatment, RFR, filling under floor etc.
(iv) Super structure: Superstructure is to be of steel PEB (as shown in drawing), PEB Structure is to be designed duly considering the Design parameters and soil investigation report attached as Appendix 'A' & Appendix 'B' to Schedule 'A' respectively. Galvalume sheet wall cladding with over lap of 150 mm shall be provided above roof level of annexes and for full height on rear side. Motorized sliding warehouse door of sizs as shown on drawing shall be designed to withstand the wind loads. | - | Each Job | - | - |
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