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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.6 LAccepted-AOC NO 32 KR RAMASAMY STREET MGR NAGAR CHENNAI 600 078 | CHENNAI | TAMIL NADU | 600078 | L1 | Accepted-AOC AOC | |
| 2 | L2₹29.6 L+₹2.9 L (10.8%)Rejected-Finance NO 17 5 SOLOMON STREET ADHI NAGAR EAST TAMBARAM CHENNAI 600 059 | CHENNAI | TAMIL NADU | 600001 | L2 | Rejected-Finance Not being L1 | |
| 3 | L3₹30.9 L+₹4.2 L (15.5%)Rejected-Finance 30 DIGVIJAY PLOT RAVAL NIVAS JAMNAGAR GUJARAT 361 005 | JAMNAGAR | JAMNAGAR | GUJARAT | 361005 | L3 | Rejected-Finance Not being L1 | |
| 4 | L4₹31.5 L+₹4.8 L (17.8%)Rejected-Finance | L4 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | kcs builders L2 | M/S CLIMATE CONTROLS L1 | Varsa Constructions L4 | RAVI ENTERPRISE L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of brickwork,PCC or stone / boulder masonry in floor or wall built in cement mortar complete all as specified and directed by Engineer-in-Charge. | 30 | Cum | 360 ₹10,800 Lowest | 420 ₹12,600 | 550 ₹16,500 | 405 ₹12,150 |
| 2.00 | Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed by Engineer-in-Charge. | 500 | Sqm | 20 ₹10,000 Lowest | 60 ₹30,000 | 38 ₹19,000 | 45 ₹22,500 |
| 3.00 | Excavating in post holes (or similar holes) each n exc 0.5cu m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in hard/dense soil complete all as specified and directed by Engineer-in-Charge. | 60 | Each | 220 ₹13,200 Lowest | 330 ₹19,800 | 250 ₹15,000 | 360 ₹21,600 |
| 4.00 | M&L Plain Cement Concrete Type D2 (1:4:8) nomial mix, using 40mm graded stone aggregates as in foundation, filling and mass concrete including formwork complete all as specified and directed by Engineer-in-Charge. | 1.5 | Cum | 4,900 ₹7,350 | 6,000 ₹9,000 | 3,700 ₹5,550 Lowest | 4,050 ₹6,075 |
| 5.00 | Demolition of cement concrete in ground floors and pavings n exc 15 cm thickness below or above ground level complete all as specified and directed by Engineer-in-Charge. | 154.4 | Cum | 360 ₹55,584 | 33 ₹5,095.2 Lowest | 650 ₹1,00,360 | 405 ₹62,532 |
| 6.00 | M&L for 25mm thick cement concrete couloured chequered tiles (Square or rectangular) area of each tiles exc 0.08 sqm but n exc 0.16 sqm in floors etc set and jointed in neat cement slurry and pointed in coloured cement to match the tiles laid over including 15 mm thick screed bed or bedding layer of cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge. | 140 | Sqm | 1,150 ₹1,61,000 | 780 ₹1,09,200 Lowest | 1,350 ₹1,89,000 | 900 ₹1,26,000 |
| 7.00 | M & L Precast coloured interlocking paver blocks factory made confirming to IS-15658-2006 of 60mm thick grade of concrete M-35 with cement and approved coloured pigment complete all as specified and directed by Engineer-in-Charge. | 400 | Sqm | 840 ₹3,36,000 | 708 ₹2,83,200 Lowest | 1,100 ₹4,40,000 | 900 ₹3,60,000 |
| 8.00 | M & L Precast interlocking paver blocks factory made confirming to IS-15658-2006 of 60mm thick grade of concrete M-35 with gey cement cement and no pigment complete all as specified and directed by Engineer-in-Charge. | 100 | Sqm | 810 ₹81,000 | 708 ₹70,800 Lowest | 1,000 ₹1,00,000 | 900 ₹90,000 |
| 9.00 | M&L Sand cushioning under floors or below the interlocking tiles including watering and consolidation complete all as specified and directed by Engineer-in-Charge. | 20 | Cum | 2,350 ₹47,000 | 1,500 ₹30,000 Lowest | 1,800 ₹36,000 | 1,800 ₹36,000 |
| 10.00 | M&L for 75mm thick Plain Cement Concrete 1:3:6 (40mm graded stone aggregate)as in sub base in plinth protection/path/hard standing and courtyard, finished cement surfaces even and smooth complete all as specified and directed by Engineer-in-Charge. | 500 | Sqm | 360 ₹1,80,000 | 420 ₹2,10,000 | 370 ₹1,85,000 | 306 ₹1,53,000 Lowest |
Tender Value
₹31 L
EMD Value
₹62,000
Closing Date
16 Aug 2025, 6:00 pmClosed
GARRISON ENGINEER
GARRISON ENGINEER (AF) AIR FORCE STATION TAMBARAM, CHENNAI - 600 046
REPAIR MAINT TO COMPOUND WALL FENCING RCC JALLI WALL AND PERIMETER WALL AND REPAIR MAINT TO DRAINS FOOTPATH PLINTH PROTECTION ETC IN MADAMBAKKAM AND REPAIRS TO HARDSTANDING PATH COVERED SHED AT MADAMBAKKAM NP AND 9 P AND S UNIT AT AFS TAMBARAM
2025_MES_721519_1
GE(AF)/TBM/8831/E8
Open Tender
Civil Works
Item Rate
270 days
AIR FORCE STATION TAMBARAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE AF TAMBARAM
₹62,000
Yes
8 Sept 2025
19 Jul 2025
18 Aug 2025
19 Jul 2025
16 Aug 2025
2 Aug 2025
Amount
Demolition of brickwork,PCC or stone / boulder masonry in floor or wall built in cement mortar complete all as specified and directed by Engineer-in-Charge.
Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed by Engineer-in-Charge.
Excavating in post holes (or similar holes) each n exc 0.5cu m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in hard/dense soil complete all as specified and directed by Engineer-in-Charge.
M&L Plain Cement Concrete Type D2 (1:4:8) nomial mix, using 40mm graded stone aggregates as in foundation, filling and mass concrete including formwork complete all as specified and directed by Engineer-in-Charge.
Demolition of cement concrete in ground floors and pavings n exc 15 cm thickness below or above ground level complete all as specified and directed by Engineer-in-Charge.
M&L for 25mm thick cement concrete couloured chequered tiles (Square or rectangular) area of each tiles exc 0.08 sqm but n exc 0.16 sqm in floors etc set and jointed in neat cement slurry and pointed in coloured cement to match the tiles laid over including 15 mm thick screed bed or bedding layer of cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge.
M & L Precast coloured interlocking paver blocks factory made confirming to IS-15658-2006 of 60mm thick grade of concrete M-35 with cement and approved coloured pigment complete all as specified and directed by Engineer-in-Charge.
M & L Precast interlocking paver blocks factory made confirming to IS-15658-2006 of 60mm thick grade of concrete M-35 with gey cement cement and no pigment complete all as specified and directed by Engineer-in-Charge.
M&L Sand cushioning under floors or below the interlocking tiles including watering and consolidation complete all as specified and directed by Engineer-in-Charge.
M&L for 75mm thick Plain Cement Concrete 1:3:6 (40mm graded stone aggregate)as in sub base in plinth protection/path/hard standing and courtyard, finished cement surfaces even and smooth complete all as specified and directed by Engineer-in-Charge.
M&L for broken stone/boulders in hardcore,broken to gauge n exc 63 mm , deposited, spread and levelled in layers no exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge.
M&L for 100mm thick Plain Cement Concrete 1:3:6, type C2 ,nominal mix using 40mm graded stone aggregate as in path way complete all as specified and directed by Engineer in Charge.
M&L for flyash brick work with sub class B bricks straight or curved on plan exc 6M mean radius built in CM 1:4 complete all as specified and directed by Engineer in Charge.
M&L Precast Cement concrete Block Masonary solid block exc 10 cm type B-1, 1:2:4, 20 mm graded agg setting in CM 1:4 complete all as specified and directed by Engineer in Charge.
M&L for Brick work with old servicable bricks retrieved from dismantling item, straight or curved on plan exceeding 6 metre mean radius and built in cement mortar 1:4 complete all as specified and directed by Engineer in Charge.
M&L for rendering on fair faces on wall surfaces 15 mm thick in cement mortar 1:4, finished fair and even without using extra cement complete all as specified and directed by Engineer in Charge.
M&L Precast RCC Jallies 35 mm thick incl all mouldings, type B-0, 1:2:4 using 12.5mm size aggregate set in CM 1:4 including dismantling of old existing Jalli of any description complete all as specified and directed by Engineer in Charge.
M&L for preparation of newly plastered wall surfaces and applying two coats of cement based paint over a coat of primer complete all as specified and directed by Engineer in Charge.
M&L for preparation of old wall surfaces and applying one coat of weather proof exterior emulsion paint complete all as specified and directed by Engineer in Charge.
M&L for preparation of old wall surfaces and applying one coat of cement base paint complete all as specified and directed by Engineer in Charge.
Dismantling wrought iron or mild steel work of any description not otherwise provided for and complete all as specified and directed by Engineer in Charge.
Dismantling fencing wire mesh, any type and complete all as specified and directed by Engineer in Charge.
S&F for Joist, channel, angle,MS Flat or tee sections, fixed independently, without connecting plates, etc. cut to ordinary lengths as in fencing posts complete etc as in chain link fencing posts and struts including cutting tops to shape as directed, drilling holes, notching for wire, etc for securing wire mesh etc, and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer in Charge.
S/F mild steel screw bolts (machine made), diameter of shank 11 to 15 mm, with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt not exc 15 mm long complete all as specified and directed by Engineer in Charge.
M&L for Framed steel work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooksand hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed by Engineer in Charge.
Supply and fix in repair galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings andstraining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc, as directed complete all as specified and directed by Engineer in Charge. Note : Each line of barbed wire shall be measured as one unit run.
Restraining, resecuring including making good galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings andstraining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc, complete all as specified and directed by Engineer in Charge. Note : Each line of barbed wire shall be measured as one unit run.
M&L for Welding in repairs exc 6mm and n.exc 9mm in thickness and n. exc 2.5cm in length complete fixed in position complete all as specified and directed by Engineer in Charge.
M&L for Welding in repairs exc 6mm and n.exc 9mm in thickness exc 2.5cm n.exc 5cm in length complete fixed in position complete all as specified and directed by Engineer in Charge.
S&F Mild steel hold fast made of flat iron conforming to 410-0 or Fe-310-0 complete all as specified and directed by Engineer in Charge.
M&L Plain Cement Concrete 1:3:6 type C1 (using 20 mm graded stone aggregate) as in coping , PCC block for fixing of hold fast, sanitary fittings etc., including formwork complete all as specified and directed by Engineer in Charge.
M&L for cutting holes into or through brick walls/ pillar built in mud mortar for hold fast, size 150x100x100 mm complete all as specified and directed by Engineer in Charge.
M&L preparation of new steel surfaces of any description, over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer in Charge.
M&L preparation of old steel surfaces of any description, over 10 cm in width or girth and applying one coats of synthetic enamel paint complete all as specified and directed by Engineer in Charge.
S&F in repairs of galvanised steel punched type concertina coil 600 mm dia (Dia of coil when unstreched) with 13.25 Kg per coil and average coverage 9.00 Rm per coil having 80 numbers of circles and 200 numbers of clips fixed to the existing mild steel post over the boundray wall of height up to 4.00metre complete all as specified and directed by Engineer in Charge.
S&F Chain link MS galvanisd fencing, any size or types complete all as specified and directed by Engineer in Charge.
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified and directed by Engineer in Charge.
Supply only 10 mm dia mild steel round bars as in stiffener to chain link fencing including necessary cutting bedding etc. conforming to Grade-I, IS 432-2000 (Part-I) complete all as specified and directed by Engineer in Charge.
M&L Precast reinforced cement concrete 1:2:4, type B1 using 20 mm graded stone aggregate as in manhole cover slab, set in cement mortar 1:4, including forms, moulds required etc complete all as specified and directed by Engineer in Charge. Note : Necessary TMT bar required will be measured and paid separately under relevant item.
M&L TMT bars 10mm dia and over, cut to length bent to shape required including cranking, bending etc., and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer in Charge.
M&L for 10 mm thick Endura tiles( industrial grade )(Square or rectangular) area of each tiles exc 0.08 sqm but n exc 0.18 sqm in floors etc set and jointed in neat cement slurry and pointed in coloured cement to match the tiles laid over including 15 mm thick screed bed or bedding layer of cement mortar (1:4) incl dismantling old any type of floor tile incl cement mortar bedding and removal of rebris out of premises complete all as specified and directed by Engineer in Charge.
Dismantling of existing seviceable undulated/underground (burried uner ground due to heavy rain) interlockinf tiles of any description including demolition of existing PCC and laying of same interlocking tiles over and including 30mm thick sand cushining over and including 75 mm thick PCC 1:3:6 using 40mm graded stone aggregate complete all as specified and directed by Engineer in Charge.
M&L Plain Cement Concrete type B-1, 1:2:4 nominal mix (usng 20mm graded aggregate) as in surface channel, including formwork complete all as specified and directed by Engineer in Charge.
Dismantling of brick work built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed by Engineer in Charge.
M&L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms,moulds etc complete all as specified and directed by Engineer in Charge.
M&L Plain Cement Concrete 1:2:4 type B1 nominal mix (using 20 mm graded agg) as in coping including formwork complete all as specified and directed by Engineer in Charge.
M&L for rendering on fair faces on wall surfaces 15 mm thick in cement mortar 1:6 mixed with , finished fair and even without using extra cement complete all as specified and directed by Engineer in Charge.
Dismantling Plain or corrugated steel sheeting,any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and directed by Engineer in Charge.
M&L for 40 mm thick cement concrete 1:2:4( type B1 using 20mm graded stne aggregate) as in finishing surface and Spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified and directed by Engineer in Charge.
S&F for Plastic dividing strips of 1.5mm thick and 38 mm width inserted in position complete all as specified and directed by Engineer in Charge.
M&L for preparation of new plastered surface and applying two coats of cement based paint over one coat of primer complete all as specified and directed by Engineer in Charge.
S&F steel work in tubular trusses curved/plain including special shaped washer etc complete using ERW or industion butt welded tubes confirming to IS 1161-1979 grade St-240 complete all as specified and directed by Engineer in Charge.
S&F Mild steel work as in wind ties ,posts and sturts for roof including securing bolts etc similar work confirming to Fe-290 gde E-165 complete all as specified and directed by Engineer in Charge.
M&L Plain cement concrete type C-2 1:3:6 nominal mix using 40 mm graded stone aggragate in foundations, filling and mass concrete including formwork complete all as specified and directed by Engineer in Charge.
S & F for Mild Steel Screw Bolts (Machine Made) with Hexagonal Head at one End and screwed the other Ends, each screwed End to be fitted with Washers and One Hexagonal Nut, diameter of Shank 5 to 10mm Length of Bolt exc 100mm but not exc. 150mm, complete all as specified and directed by Engineer in Charge.
S&F painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour(curve/plain shaped) having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified etc complete all as specified and directed by Engineer in Charge.
S&F painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified etc complete all as specified and directed by Engineer in Charge.
kcs builders (BID ID -3385612)
RAVI ENTERPRISE (BID ID -3387868)
Varsa Constructions (BID ID -3396285)
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