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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance | ₹2.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.2 Cr+₹7.7 L (3.65%)Admitted-Finance | ₹2.2 Cr+₹7.7 L (3.65%) | L2 | Admitted-Finance |
| 3 | L3₹2.5 Cr+₹35.6 L (16.9%)Admitted-Finance | ₹2.5 Cr+₹35.6 L (16.9%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Due to the firm does not fulfil the work criteria mentioned in Para 1.4 (a) under Col-2 against B Class. Further firm has not submitted or uploaded documents as para 1.5 (n) of MoC-2020 and EPFO registration certificate. |
| Sl No | Description | Qty | Unit | Raja enterprises L1 | Vee kay construction L2 | CREATIVE CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 1.00Note:- 1. Please refer schedule 'A' notes before quoting the tender. 2. Amount of schedudle of credit shall be deducted offline by department . | ||||||
| 2.00GENERAL SUMMARY | ||||||
| 3.00 | Lump sum price worked out by the contractor for BUILDING WORKS as listed in Schedule ‘A’ Part-I (Ref prepriced schedule attached seperately) | 1 | LUMP SUM | 1,60,00,000 ₹1,60,00,000 Lowest | 1,67,00,000 ₹1,67,00,000 | 1,73,00,000 ₹1,73,00,000 |
| 4.00 | Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART- II (INTERNAL WATER SUPPLY WORKS) as listed in Schedule ‘A’ Part- II (Ref prepriced schedule attached seperately) | 1 | LUMP SUM | 88,000 ₹88,000 | 84,360 ₹84,360 Lowest | 84,696 ₹84,696 |
| 5.00 | Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART-III (INTERNAL ELECTRIFICATION WORKS ) as listed in Schedule ‘A’ Part -III (Ref prepriced schedule attached seperately) | 1 | LUMP SUM | 6,82,000 ₹6,82,000 | 6,60,000 ₹6,60,000 Lowest | 6,80,333 ₹6,80,333 |
| 6.00 | Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART-IV (EXTERNAL WATER SUPPLY WORKS) as listed in Schedule ‘A’ Part-IV (Ref prepriced schedule attached seperately) | 1 | LUMP SUM | 1,50,000 ₹1,50,000 | 1,26,535 ₹1,26,535 Lowest | 1,35,216 ₹1,35,216 |
| 7.00 | Lump sum price worked out by the contractor for SCHEDULE 'A' PART-V (EXTERNAL ELECTRIFICATION WORKS) as listed in Schedule ‘A’ Part-V (Ref prepriced schedule attached seperately) | 1 | LUMP SUM | 4,00,000 ₹4,00,000 Lowest | 4,15,230 ₹4,15,230 | 4,10,533 ₹4,10,533 |
| 8.00 | Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART-VI (ROAD, PATH, CULVERTS AND HARDSTANDING WORKS) as listed in Schedule ‘A’ Part-VI (Ref prepriced schedule attached seperately) | 1 | LUMP SUM | 10,00,000 ₹10,00,000 | 9,85,320 ₹9,85,320 Lowest | 13,00,000 ₹13,00,000 |
| 9.00 | Lump sum price worked out by the contractor for SCHEDULE 'A' PART-VII (AREA DRAINAGE WORKS) as listed in Schedule ‘A’ Part-VII (Ref prepriced schedule attached seperately) | 1 | LUMP SUM | 5,47,000 ₹5,47,000 | 5,20,000 ₹5,20,000 Lowest | 5,33,333 ₹5,33,333 |
| 10.00 | Lump sum price worked out by the contractor for SCHEDULE 'A' PART- VIII (SEWAGE DISPOSAL AND RCC SEPTIC TANKS WORKS) as listed in Schedule ‘A’ Part-VIII (Ref prepriced schedule attached seperately) | 1 | LUMP SUM | 9,70,000 ₹9,70,000 | 9,48,300 ₹9,48,300 Lowest | 9,85,000 ₹9,85,000 |
Tender Value
₹1.5 Cr
EMD Value
₹2.3 L
Closing Date
13 Apr 2026, 6:00 pmClosed
CHIEF ENGR, BHOPAL ZONE
HQ CHIEF ENGR BHOPAL ZONE, MES SI LINE BHOPAL 462001
PROVISION OF DEFICIENT ADMINISTRATIVE ACCOMMODATION FOR HQ 36 RAPID (S) AT SAUGOR MILITARY STATION
2026_MES_753984_1
CEBZ/SAG/TOKEN/26 OF 2025-26
Open Tender
Civil Works
Lump-sum
450 days
SAUGOR
As per NIT Document
4 documents required · 4 mandatory
₹1,000
GE SAUGOR
₹2.3 L
Bhopal
25 Apr 2026
24 Feb 2026
15 Apr 2026
24 Feb 2026
13 Apr 2026
24 Mar 2026
10 Mar 2026
Note:- 1. Please refer schedule 'A' notes before quoting the tender. 2. Amount of schedudle of credit shall be deducted offline by department .
GENERAL SUMMARY
Lump sum price worked out by the contractor for BUILDING WORKS as listed in Schedule ‘A’ Part-I (Ref prepriced schedule attached seperately)
Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART- II (INTERNAL WATER SUPPLY WORKS) as listed in Schedule ‘A’ Part- II (Ref prepriced schedule attached seperately)
Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART-III (INTERNAL ELECTRIFICATION WORKS ) as listed in Schedule ‘A’ Part -III (Ref prepriced schedule attached seperately)
Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART-IV (EXTERNAL WATER SUPPLY WORKS) as listed in Schedule ‘A’ Part-IV (Ref prepriced schedule attached seperately)
Lump sum price worked out by the contractor for SCHEDULE 'A' PART-V (EXTERNAL ELECTRIFICATION WORKS) as listed in Schedule ‘A’ Part-V (Ref prepriced schedule attached seperately)
Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART-VI (ROAD, PATH, CULVERTS AND HARDSTANDING WORKS) as listed in Schedule ‘A’ Part-VI (Ref prepriced schedule attached seperately)
Lump sum price worked out by the contractor for SCHEDULE 'A' PART-VII (AREA DRAINAGE WORKS) as listed in Schedule ‘A’ Part-VII (Ref prepriced schedule attached seperately)
Lump sum price worked out by the contractor for SCHEDULE 'A' PART- VIII (SEWAGE DISPOSAL WORKS) as listed in Schedule ‘A’ Part-VIII (Ref prepriced schedule attached seperately)
Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART – IX (EXCAVATION, EARTH WORK & SITE CLEARANCE DEVELOPMENT WORKS) as listed in Schedule ‘A’ Part- IX (Ref prepriced schedule attached seperately)
SCH 'A' PART-X (MISCELLANEOUS ITEMS)
INTERNAL ELECTRIFICATION WORKS NOTE:- For items of Internal electrification wprks notes given at the beginning of Sch ‘A’ Part-III ( Internal electrification works ) shall also be applicable.
S&F study lamp wall mounted type upon table including LED lamp 9 Watt for study light fitting complete all as specified and directed.
EXTERNAL WATER SUPPLY WORKS NOTE:- For items of external water supply notes given at the beginning of Sch ‘A’ Part-IV (External water supply) shall also be applicable.
M&L for construction of brick masonary valve pit chamber size 900 x 900 x 600mm including necessory earth work, PCC, copping, plastering on internal surface of valve pit. Framed work for the valve pit chamber cover made of MS sheet angle equal angle 40 x 40 x 5mm and MS sheet 3mm thick conforming to Fe 410-o and Fe 310-o including welding cutting hinges locking arrangement complete and applying two coats of synthetic paint over a coat of red oxide primer on the valve pit cover complete all specified on drawing and directed by Engr-in charge.
EXTERNAL ELECTRIFICATION WORKS NOTE:- For items of external electrification notes given at the beginning of Sch ‘A’ Part-V (External electrification) shall also be applicable.
S&F junction box single pole and neutral enclosure compression gland 2 with connector and clamp for pole mounting with two nos of nut bolt and washers and socket complete of size not less than 12 " x 10" x4" complete all as specified and directed by Engr-in-Charge .
S&F in tubes galvanised 40mm bore light grade ISI Marked bent to shape of bracket 1.2 mtr in length for mounting of street light fitting and fixed to pole with clamp and nut bolt and washer and applying two coats of synthetic paint over a coat of red oxide primer complete all as specified and directed.
SEWAGE DISPOSAL WORKS NOTE:- For items of sewage disposal notes given at the beginning of Sch ‘A’ Part-VIII ( Sewage Disposal Works) shall also be applicable.
S&F HDPE double wall corrugated sewage pipe 150mm internal bore SN-8 ISI Mark as per IS 16908 Part II 2013 laid in trenches, jointed and tested as per manufacturer's instructions complete all as specified and directed.
Contruction of RCC septic tank designed to carry sewage and sludge water, excavation in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design Mix in Walls , Base Slab , Baffle walls and Roof Slab including beams etc with vent shaft, manhole openings with cover connection etc., complete with effective depth of 1.5 meter and overall depth of 3 meter for 100 users (CONVENTIONAL pattern) complete all as specified and directed.
Contruction of RCC septic tank designed to carry sewage and sludge water, excavation in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design Mix in Walls, Base Slab , Baffle walls and Roof Slab including beams etc with Vent shaft , manhole openings with cover connection etc., complete with effective depth of 1.5 meter and overall depth of 3 meter for 50 users (CONVENTIONAL pattern) complete all as specified and directed.
Construction of soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of brick masonary in CM, RCC cover slab in M25/SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats 2.40 x 3.00m effective depth comlete all as specified and shown on drgs No TD No CEBZ/TD/78/2011.
Construction of soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of brick masonary in CM, RCC cover slab in M25/SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats 1.8 x 3.00m effective depth comlete all as specified and shown on drgs No TD No CEBZ/TD/78/2011.
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