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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹1.3 Cr+₹16.4 L (14.8%)Rejected-Finance | ₹1.3 Cr+₹16.4 L (14.8%) | L2 | Rejected-Finance Not Being L1 |
| Sl No | Description | Qty | Unit | M/s M R MAHANA L1 | Chandan Constructions L2 |
|---|---|---|---|---|---|
| 1.00 | Lumpsum price worked out by the contractor for “EXCAVATION AND EARTHWORK” as listed in Sch ‘A” part I representing above / below the lumpsum price of Rs 1245646.65 as inserted by MES for Sch ‘A’ Part I on srl page No.28 | 1 | LUMP SUM | 8,85,000 ₹8,85,000 Lowest | 12,45,646.65 ₹12,45,646.65 |
| 2.00 | Lumpsum price worked out by the contractor for “HARSTANDING” as listed in Sch ‘A” part II above/below the lumpsum price of
Rs 361366.74 as inserted by MES for Sch ‘A’ part II on srl page No.30 | 1 | LUMP SUM | 3,28,844 ₹3,28,844 Lowest | 3,50,000 ₹3,50,000 |
| 3.00MISC SCHEDULE PART III (TO BE QUOTED BY CONTRACTOR) | |||||
| 3.01 | Design and build shed No. 01 of size 10.00 x 6.00 M height :- 5.50 M having Galvalume sheet roofing, supported on truss, vertical struts including RCC footing for struts / columns, PQC flooring over base including foundation, excavation, removal of black cotton soil 60 CM and including bird proofing nets all as per specified & to be considered in design. | 1 | Each | 8,00,000 ₹8,00,000 | 6,66,666 ₹6,66,666 Lowest |
| 3.02 | Design and build shed No. 02 of size 30.00 x 12.00 M height :- 5.50 M having Galvalume sheet roofing, supported on truss, vertical struts including RCC footing for structs / columns, excavation, removal of black cotton soil 60 CM and including bird proofing nets all as per specified. Note :- (i) The shed to be constructed on already existing PQC flooring. (ii) Rate quoted shall be inclusive of demolition of PQC for column/ foundation portion for full depth by cutting of existing PQC using diamond cutter or other suitable equipment to prevent propogation of cracks along adjoining POQ slabs & making good the damages by relaying PQC & underlying layers for the damaged portion. | 1 | Each | 14,00,000 ₹14,00,000 Lowest | 18,00,000 ₹18,00,000 |
| 3.03 | Design and build shed No. 03 of size 42.00 x 15.00 M height :- 5.50 M details :- The shed having size 42.00 x 15.00 M and height 5.5 M, having Galvalume sheet roofing, supported on truss, vertical struts including RCC footing for structs / columns, PQC flooring over base including foundation, excavation, removal of black cotton soil 60 CM and including bird proofing nets all as specified. | 1 | Each | 46,00,000 ₹46,00,000 Lowest | 49,56,000 ₹49,56,000 |
| 3.04Note : - Common to BOQ items No. 3.01, 3.02 & 3.03 (a) The contractor shall submitt the design of the storage shed duly vetted by NIT/IIT/Govt. Engg college within 45 days of commencement of work for prior approval of AO before executing the work on site (The cost of the design shall be deemed to be included in the contractor's quoted rates) (b) Truss shall be preferably two sided. Adequate drops made up of plain GI sheets (0.6 m height) shall be provided on both ends to prevent spilling of rainwater inside the sheds. (c) All Galvalume shets shall be coated with hot metallic Aluminium zinc alloy (55% Aluminium, 43% Zinc, 1.5% Silicon) coating AZ 150 as 150 gm/sqm total on both sides. | |||||
| 4.00 | Material and labour for providing and Laying Dry lean Concrete (DLC) 100 mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day average compressive strength not less than 7 MPa Minimum cement content not less than 140 Kg/Cum DLC mixed in Batching Plant, transported to site and laid by vaccum dewatering system including spreading and compacting using high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum Dry Density, necessary finishing etc complete all as specified and tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge work 2013. | 144.4 | Per Ten Sqm | 4,500 ₹6,49,800 Lowest | 5,900 ₹8,51,960 |
| 5.00 | Material and labour for Pavement quality concrete(PQC) of minimum 28 days field Flexural strength of 45Kg/ Sqcm or 4.5 Mpa, aggregate gradation as per Table 3 of IRC 15 2017, coarse aggregate of clean, hard strong, dense non-porous and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360 kg/cum of cement with non-circular virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 240°C and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with vaccum dewatering system of minimum 7.50 m width, including curing and tining by Texturing cum Curing Machine complete all as specified and directed. Required surface texturing to be done as specified in Clause 10 1 14 and Tabl~ 9 of IRC' 15-2017 | 216.6 | Cum | 11,000 ₹23,82,600 Lowest | 12,999 ₹28,15,583.4 |
Tender Value
₹1.2 Cr
EMD Value
₹1.9 L
Closing Date
10 Dec 2025, 6:00 pmClosed
CWE AF NAGPUR
HQ CWE AF NAGPUR VAYUSENA NAGAR, NAGPUR 440007 MILITARY ENGINEER SERVICES
PROVISION OF VARIOUS STORAGE ACCOMODATION AT LOGISTIC SECTION AT 11 BRD AF
2025_MES_726029_3
80542/E8
Open Tender
Civil Works
Item Rate
GE AF OJHAR
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE AF OJHAR
₹1.9 L
Yes
4 Feb 2026
19 Nov 2025
12 Dec 2025
19 Nov 2025
10 Dec 2025
3 Dec 2025
Amount
Lumpsum price worked out by the contractor for “EXCAVATION AND EARTHWORK” as listed in Sch ‘A” part I representing above / below the lumpsum price of Rs 1245646.65 as inserted by MES for Sch ‘A’ Part I on srl page No.28
Lumpsum price worked out by the contractor for “HARSTANDING” as listed in Sch ‘A” part II above/below the lumpsum price of Rs 361366.74 as inserted by MES for Sch ‘A’ part II on srl page No.30
MISC SCHEDULE PART III (TO BE QUOTED BY CONTRACTOR)
Design and build shed No. 01 of size 10.00 x 6.00 M height :- 5.50 M having Galvalume sheet roofing, supported on truss, vertical struts including RCC footing for struts / columns, PQC flooring over base including foundation, excavation, removal of black cotton soil 60 CM and including bird proofing nets all as per specified & to be considered in design.
Design and build shed No. 02 of size 30.00 x 12.00 M height :- 5.50 M having Galvalume sheet roofing, supported on truss, vertical struts including RCC footing for structs / columns, excavation, removal of black cotton soil 60 CM and including bird proofing nets all as per specified. Note :- (i) The shed to be constructed on already existing PQC flooring. (ii) Rate quoted shall be inclusive of demolition of PQC for column/ foundation portion for full depth by cutting of existing PQC using diamond cutter or other suitable equipment to prevent propogation of cracks along adjoining POQ slabs & making good the damages by relaying PQC & underlying layers for the damaged portion.
Design and build shed No. 03 of size 42.00 x 15.00 M height :- 5.50 M details :- The shed having size 42.00 x 15.00 M and height 5.5 M, having Galvalume sheet roofing, supported on truss, vertical struts including RCC footing for structs / columns, PQC flooring over base including foundation, excavation, removal of black cotton soil 60 CM and including bird proofing nets all as specified.
Note : - Common to BOQ items No. 3.01, 3.02 & 3.03 (a) The contractor shall submitt the design of the storage shed duly vetted by NIT/IIT/Govt. Engg college within 45 days of commencement of work for prior approval of AO before executing the work on site (The cost of the design shall be deemed to be included in the contractor's quoted rates) (b) Truss shall be preferably two sided. Adequate drops made up of plain GI sheets (0.6 m height) shall be provided on both ends to prevent spilling of rainwater inside the sheds. (c) All Galvalume shets shall be coated with hot metallic Aluminium zinc alloy (55% Aluminium, 43% Zinc, 1.5% Silicon) coating AZ 150 as 150 gm/sqm total on both sides.
Material and labour for providing and Laying Dry lean Concrete (DLC) 100 mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day average compressive strength not less than 7 MPa Minimum cement content not less than 140 Kg/Cum DLC mixed in Batching Plant, transported to site and laid by vaccum dewatering system including spreading and compacting using high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum Dry Density, necessary finishing etc complete all as specified and tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge work 2013.
Material and labour for Pavement quality concrete(PQC) of minimum 28 days field Flexural strength of 45Kg/ Sqcm or 4.5 Mpa, aggregate gradation as per Table 3 of IRC 15 2017, coarse aggregate of clean, hard strong, dense non-porous and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360 kg/cum of cement with non-circular virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 240°C and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with vaccum dewatering system of minimum 7.50 m width, including curing and tining by Texturing cum Curing Machine complete all as specified and directed. Required surface texturing to be done as specified in Clause 10 1 14 and Tabl~ 9 of IRC' 15-2017
Chandan Constructions (BID ID -3494045)
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