Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.0 LAccepted-Finance 88 30 RAMASAMY GARDEN ADYAR ARUNACHALAPURAM ADYAR CHENNAI TAMIL NADU 600020 | CHENNAI | TAMIL NADU | 600020 | ₹40.0 L | L1 | Accepted-Finance Being the lowest. |
| 2 | L2₹44.3 L+₹4.4 L (11.0%)Rejected-Finance N NO 6 OLD NO 10 1ST STREET KASTHURI BAI NAGAR AVADI CHENNAI 600054 | CHENNAI | CHENNAI | TAMIL NADU | 600054 | ₹44.3 L+₹4.4 L (11.0%) | L2 | Rejected-Finance Being other than L1 |
| 3 | L3₹44.8 L+₹4.8 L (12.0%)Rejected-Finance | ₹44.8 L+₹4.8 L (12.0%) | L3 | Rejected-Finance Being other than L1 |
| 4 | L4₹45.1 L+₹5.2 L (13.0%)Rejected-Finance 2 RC ENTERPRISES NEAR AGRASEN BHAWAN BHATAPARA CHHATTISGARH LINK ROAD BALODA BAZAR RAIPUR CHHATTISGARH 493118 | BALODA BAZAR | CHHATTISGARH | 493118 | ₹45.1 L+₹5.2 L (13.0%) | L4 | Rejected-Finance Being other than L1 |
| 5 | L5₹45.3 L+₹5.3 L (13.3%)Rejected-Finance NO 5 3 JJ KHAN ROAD 1ST LANE ROYAPETTAH CHENNAI 600 014 | CHENNAI | TAMIL NADU | 600014 | ₹45.3 L+₹5.3 L (13.3%) | L5 | Rejected-Finance Being other than L1 |
| Sl No | Description | Qty | Unit | rc enterprises L4 | M/s KM Marimuthu Achary L7 | YOGAA MANPOWER AGENCY L1 | MONISH CONSTRUCTIONS L3 | G.JANAKIRAMAN CO L5 | Sri Lakshmi and Company L2 | SRI VENKATESWARA ENTERPRISES L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Material and Labour for Designing, preparing Architectural and Structural drawings for pre stressed steel FABRIIK Tensile structure with steel of SHS, CHS, RHS designed suitable for Chennai windspeed using STADD Pro Analysis method for Two wheeler parking of approx. area 390.00 Sqm with pre stressed Tensile Fabric Membrane including Supply and install high quality Tensile PVC Fabric of white colour, Serge Ferrari Flexlight or equivalent PVDF coated fabric 950GSM, having tensile strength [warp/weft] 420/400 da N/5cm, Dust Repellent Finish, UV Resistant, Antifungal, M2 Flame Retardancy Bs2, suitable for extreme working temperatures: -30°C to +70°C, considering the wind speed of Meenambakkam CGRA area and supply, fabricate and installation of pre stressed steel structure using Mild Steel pipes for column, M.Arch, support and purlin conforming to IS:1161(1998), hollow tubes confirming to IS: 4923 (1997), Rectangular & Square hollow sections and plates confirming to IS:2062 and vetting the structural drawing from IIT Madras (or) NIT Trichy (or) Anna University (or) from any Government Engineering colleges complete all as specified and as directed by the Engineer-in-Charge. | 300 | SQM | 7,200 ₹21,60,000 | 7,299 ₹21,89,700 | 6,000 ₹18,00,000 Lowest | 7,500 ₹22,50,000 | 6,900 ₹20,70,000 | 7,300 ₹21,90,000 | 6,845 ₹20,53,500 |
| 1.01Note for Item No.1.00: [a] The pre stressed Tensile Fabric shall PVDF coated and be of minimum 950 GSM with 15 years warranty for the fabric by the manufacturer. [b] The mild steel structure has to be surveyed and the fabric patterns has to be generated by Software and the same will be plotted and CNC cut with automated machine, high frequency welding machine with welding size of 40mm width x 500 mm length with advanced Technology. [c] Supply of tensile membrane of fabric shall be as per the user's selection. [d] The fabric shall be fixed with Aluminium extrusions of minium thickness of 3mm flat and double and single extursion for locking the fabric in place. The fabric shall be fixed to the corners with proper corner plates as designed. The corner pockets will be filled with PVC Kedars/GI Ropes, G.I corner plates, turn buckels, etc. fixed on to the steel structure by using corroshield fasteners and head covered with weather cap. [e] All joints shall be sealed using weather grade sealants. | ||||||||||
| 1.02Note for Item No.1.00 [contd...]: [f] The fabric shall be fixed on the steel structure with proper tension to make sure there is no sag in the entire structure. The roofing shall be cleaned and system shall be handed over to the satisfaction of engineer in charge. [g] Fabrication and assembly of Structural steel sections including painting shall be measured and paid separately. [h] The unit rate quoted shall be deemed to include the cost of Preparation of Arch. & Structural drawings and submission Structural analysis report & drawings vetted by IIT Madras (or) NIT Trichy (or) Anna University (or) from any Government Engineering colleges. Proof of payment made to the institution vetted the Structural analysis report & drawings shall also be submitted to the Engineer-in-Charge. [j] The unit rate quoted shall also be deemed to include for all minor extra constructional details which are not given in Schedule/Particular specification but are essential for the execution of works. [k] The contractor shall submit a warranty for efficiency of the High Quality PVC Fabric provided under this contract for a period of 15 years from the certified date of completion. | ||||||||||
| 2.00 | Material and Labour for Supply, Fabricating and assembling of pre stressed steel structure using Mild Steel rolled sections of Square hollow sections (SHS), Circular Hollow sections (CHS), Rectangular hollow sections (RHS), MS pipes, ISMB, ISMC, L Angles & plates confirming to relevant IS:2062 and Grade E 250 with special plate connector, pinion joints, plates, hollow sections etc., including High frequency (HF) Welding joint of 40MM width as per structural analysis report vetted by IIT Madras (or) NIT Trichy (or) Anna University (or) from any Government Engineering colleges for the wind zone of Chennai as per IS code 875 PArt 3 and painting all the steel surfaces with one coat of epoxy primer followed by two coats of epoxy paint etc., including preparation of new steel surfaces etc., complete all as specified and as directed.
Note :
[a] The steel shall be rolled to the desire shape and size as per the structural drawings.
[b] The pre stressed steel structure shall be erected using proper methodology either by crane or manually lifted and kept in postion and welded to achieve the architect and client intent of shape and size. The rates are inclusive of loading, unloading, hoisting, etc.
SIZE OF STEEL MEMBERS TO BE USED (APPROX) : 219 DIA *4MM THICK, 165*3.2MM THICK, 114*3.2MM THICK, 122*61*4.5MM THICK,90*3.2MM THICK. | 6,888 | KG | 145 ₹9,98,760 | 159 ₹10,95,192 | 128 ₹8,81,664 Lowest | 135 ₹9,29,880 | 155 ₹10,67,640 | 140 ₹9,64,320 | 160 ₹11,02,080 |
| 3.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in Soft/loose soil complete all as specified and as directed. | 320 | SQM | 90 ₹28,800 | 49 ₹15,680 | 80 ₹25,600 | 70 ₹22,400 | 50 ₹16,000 | 50 ₹16,000 | 35 ₹11,200 Lowest |
| 4.00 | Removing excavated soil to a distance exceeding 500 Metre and depositing where directed at a level not exceeding 1.50 Metre above the starting point complete all as specified and as directed. | 48 | CUM | 280 ₹13,440 | 200 ₹9,600 Lowest | 450 ₹21,600 | 290 ₹13,920 | 260 ₹12,480 | 250 ₹12,000 | 230 ₹11,040 |
| 5.00 | Material and labour for Hardcore of gauge not exc. 63mm using Broken stone or boulders, deposited spread and levelled in layers not exceeding 15cm thick, watered and well rammed to a true surface all as specified and as directed. | 48 | CUM | 2,100 ₹1,00,800 | 2,000 ₹96,000 | 1,950 ₹93,600 Lowest | 2,150 ₹1,03,200 | 2,500 ₹1,20,000 | 2,100 ₹1,00,800 | 2,400 ₹1,15,200 |
| 6.00 | Material and labour for 100 mm thick Plain cement concrete 1:3:6 type C2 using 40mm graded stone aggregate as in sub base, floors/ paving etc., complete all as specified and as directed. | 200 | SQM | 500 ₹1,00,000 | 565 ₹1,13,000 | 525 ₹1,05,000 | 580 ₹1,16,000 | 555 ₹1,11,000 | 480 ₹96,000 | 450 ₹90,000 Lowest |
| 7.00 | Material and Labour for Sand filling under floors or laid over sub base for fixing interlocking tiles including watering and consolidation etc., complete all as specified and as directed. | 10 | CUM | 2,850 ₹28,500 | 3,800 ₹38,000 | 2,000 ₹20,000 Lowest | 3,500 ₹35,000 | 3,400 ₹34,000 | 3,800 ₹38,000 | 3,700 ₹37,000 |
| 8.00 | Material and labour for laying of machine pressed precast concrete interlocking paver block, 60 mm thickness, M-35 grade with grey cement and pigments of any shape and size confirming to IS 15658-2006 complete all as specified and as directed. | 320 | SQM | 1,050 ₹3,36,000 | 1,050 ₹3,36,000 | 950 ₹3,04,000 Lowest | 1,000 ₹3,20,000 | 1,199 ₹3,83,680 | 1,050 ₹3,36,000 | 1,140 ₹3,64,800 |
Tender Value
₹42.5 L
EMD Value
₹85,000
Closing Date
15 Jun 2026, 6:00 pmClosed
Garrison Engineer (I) (CG) Chennai
Garrison Engineer (I) (CG), P-16, CGRA Meenambakkam 4th Street NGO Colony, Nanganallur, Chennai 600061
PROVISION OF TWO WHEELER PARKING SHEAD AT ICGAS UNDER GE (I) (CG) CHENNAI
2026_MES_767698_1
8277/E8
Open Tender
Civil Works
Item Rate
183 days
CHENNAI
As per tender documents
8 documents required · 8 mandatory
₹500
Garrison Engineer (I) (CG) Chennai
₹85,000
Yes
9 Sept 2026
25 May 2026
17 Jun 2026
25 May 2026
15 Jun 2026
8 Jun 2026
25 May 2026 - 1 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Material and Labour for Designing, preparing Architectural and Structural drawings for pre stressed steel FABRIIK Tensile structure with steel of SHS, CHS, RHS designed suitable for Chennai windspeed using STADD Pro Analysis method for Two wheeler parking of approx. area 390.00 Sqm with pre stressed Tensile Fabric Membrane including Supply and install high quality Tensile PVC Fabric of white colour, Serge Ferrari Flexlight or equivalent PVDF coated fabric 950GSM, having tensile strength [warp/weft] 420/400 da N/5cm, Dust Repellent Finish, UV Resistant, Antifungal, M2 Flame Retardancy Bs2, suitable for extreme working temperatures: -30°C to +70°C, considering the wind speed of Meenambakkam CGRA area and supply, fabricate and installation of pre stressed steel structure using Mild Steel pipes for column, M.Arch, support and purlin conforming to IS:1161(1998), hollow tubes confirming to IS: 4923 (1997), Rectangular & Square hollow sections and plates confirming to IS:2062 and vetting the structural drawing from IIT Madras (or) NIT Trichy (or) Anna University (or) from any Government Engineering colleges complete all as specified and as directed by the Engineer-in-Charge. | 300 | SQM | 1 | ₹300 |
| 2 | Material and Labour for Supply, Fabricating and assembling of pre stressed steel structure using Mild Steel rolled sections of Square hollow sections (SHS), Circular Hollow sections (CHS), Rectangular hollow sections (RHS), MS pipes, ISMB, ISMC, L Angles & plates confirming to relevant IS:2062 and Grade E 250 with special plate connector, pinion joints, plates, hollow sections etc., including High frequency (HF) Welding joint of 40MM width as per structural analysis report vetted by IIT Madras (or) NIT Trichy (or) Anna University (or) from any Government Engineering colleges for the wind zone of Chennai as per IS code 875 PArt 3 and painting all the steel surfaces with one coat of epoxy primer followed by two coats of epoxy paint etc., including preparation of new steel surfaces etc., complete all as specified and as directed.
Note :
[a] The steel shall be rolled to the desire shape and size as per the structural drawings.
[b] The pre stressed steel structure shall be erected using proper methodology either by crane or manually lifted and kept in postion and welded to achieve the architect and client intent of shape and size. The rates are inclusive of loading, unloading, hoisting, etc.
SIZE OF STEEL MEMBERS TO BE USED (APPROX) : 219 DIA *4MM THICK, 165*3.2MM THICK, 114*3.2MM THICK, 122*61*4.5MM THICK,90*3.2MM THICK. | 6,888 | KG | 1 | ₹6,888 |
| 3 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in Soft/loose soil complete all as specified and as directed. | 320 | SQM | 1 | ₹320 |
| 4 | Removing excavated soil to a distance exceeding 500 Metre and depositing where directed at a level not exceeding 1.50 Metre above the starting point complete all as specified and as directed. | - | CUM | 1 | - |
| 5 | Material and labour for Hardcore of gauge not exc. 63mm using Broken stone or boulders, deposited spread and levelled in layers not exceeding 15cm thick, watered and well rammed to a true surface all as specified and as directed. | - | CUM | 1 | - |
| 6 | Material and labour for 100 mm thick Plain cement concrete 1:3:6 type C2 using 40mm graded stone aggregate as in sub base, floors/ paving etc., complete all as specified and as directed. | 200 | SQM | 1 | ₹200 |
| 7 | Material and Labour for Sand filling under floors or laid over sub base for fixing interlocking tiles including watering and consolidation etc., complete all as specified and as directed. | - | CUM | 1 | - |
| 8 | Material and labour for laying of machine pressed precast concrete interlocking paver block, 60 mm thickness, M-35 grade with grey cement and pigments of any shape and size confirming to IS 15658-2006 complete all as specified and as directed. | 320 | SQM | 1 | ₹320 |
| 9 | Material and labour for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed. | 3 | CUM | 1 | ₹3 |
| 10 | Material and labour for preparation new surfaces and applying two coats of synthetic enamel paint over a coat of priming paints/ plaster coat on kerb stone complete all as specified and as directed. | 20 | SQM | 1 | ₹20 |
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.19 MB
8277TENDER.pdf
Tender Documents • 0.85 MB
BOQ_859746.xls
BOQ • 0.29 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .