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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.6 CrAccepted-AOC 1027 SECTOR 21B CHANDIGARH 160022 | CHANDIGARH | CHANDIGARH | CHANDIGARH | 160022 | ₹1.6 Cr | 1 | Accepted-AOC Being lowest bid and overall reasonable bid. |
| 2 | 2₹1.6 Cr+₹14,352.90 (0.09%)Rejected-Finance | ₹1.6 Cr+₹14,352.90 (0.09%) | 2 | Rejected-Finance Being other than lowest bidder. |
| 3 | 3₹1.7 Cr+₹9.4 L (5.89%)Rejected-Finance | ₹1.7 Cr+₹9.4 L (5.89%) | 3 | Rejected-Finance Being other than lowest bidder. |
| 4 | 4₹1.7 Cr+₹9.7 L (6.09%)Rejected-Finance | ₹1.7 Cr+₹9.7 L (6.09%) | 4 | Rejected-Finance Being other than lowest bidder. |
| 5 | 5₹1.7 Cr+₹11.2 L (7.06%)Rejected-Finance | ₹1.7 Cr+₹11.2 L (7.06%) | 5 | Rejected-Finance Being other than lowest bidder. |
Tender Value
₹1.7 Cr
EMD Value
₹2.5 L
Closing Date
16 Mar 2021, 6:00 pmClosed
CHIEF ENGINEER AF NAGPUR
HQ CHIEF ENGINEER AF, VAYUSENA NAGAR, NAGPUR 440007
PROVISION OF RCC SECURITY WALL AT LEFT OVER AREA AT AIR FORCE STATION CHANDIGARH
2021_MES_418392_1
AF_CHD_801176
Open Tender
Civil Works
Item Rate
365 days
GE AF MC CHANDIGARH
For MES Enlisted Contractors - Class B, Category a (i) For other contractors Meeting Enlistment Criteria
of MES for Class B, Category a (i)
8 documents required · 8 mandatory
₹1,000
GE AF MC CHANDIGARH
₹2.5 L
Yes
22 Apr 2021
3 Feb 2021
18 Mar 2021
3 Feb 2021
16 Mar 2021
9 Mar 2021
3 Feb 2021 - 17 Feb 2021
Amount
EXCAVATION AND EARTH WORK
Surface excavation not exceeding 30cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and as directed.
Excavation over areas not exceeding 1.5 metre deep in soft/loose soil and getting out complete all as specified and as directed.
Excavation over areas exceeding 1.5 metre and not exceeding 3 metre deep in soft/loose soil and getting out complete all as specified and as directed.
Excavation in trenches not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exceeding 10 Sqm on plan and not exceeding 1.5 metre in depth and getting out in soft/loose soil complete all as specified and as directed.
Excavation in trenches not exceeding 1.5 metre wide and exceeding 1.5 metre depth but not exceeding 3.0 meter in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exceeding 10 Sqm on plan and not exceeding 1.5 metre in depth and getting out in soft/loose soil complete all as specified and as directed.
Returning filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in soft/loose soil complete all as specified and as directed.
Removing excavated material (soil) not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed.
Removing excavated material outside the defence land and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed.
Material and labour for moorum/red bajri filling and forming embankment including raising (or lowering) moorum brought from outside defence land, spreading in layers not exceeding 15 cm thick, watering, ramming/ rolling and finishing to required size, shape etc. not exceeding 1.5 metre high from base complete all as specified and as directed.
Material and labour for dry sand cushioning to under ground cables in trenches including spreading, levelling and hand punning complete all as specified and as directed. NOTE :- Thickness after hand punning shall be measured.
CONCRETE WORK
Material and labour for plain cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) in foundation, filing and mass concrete complete all as specified and as directed.
Material and labour for Reinforced Cement Concrete (RCC) M-25 (Design Mix) using 20 mm graded stone aggregate in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns etc. basement slabs, under reamed piles and mass concrete complete all as specified and as directed.
Material and labour for Reinforced Cement Concrete (RCC) M-25 (Design Mix) using 20 mm graded stone aggregate in walls, retaining walls, basement walls, ballast walls and the like, any thickness above top of footings including attached pilasters and buttresses complete all as specified and as directed.
Material and labour for Reinforced Cement Concrete (RCC) M-25 (Design Mix) using 20 mm graded stone aggregate in columns, pillars, piers, posts and struts complete all as specified and as directed.
Material and labour for Reinforced Cement Concrete (RCC) M-25 (Design Mix) using 20 mm graded stone aggregate in beams, cantilevers, bressumers, lintels over 1.5 metre span complete all as specified and as directed.
Material and labour for plain cement concrete 1:3:6 type C2 (using 40 mm graded stone aggregate) as in foundation filing and mass concrete for pedastal of PCC pole complete all as specified and as directed.
Material and labour for plain cement concrete 1:2:4 type B1 (using 20 mm graded stone aggregate) as in foundation filing and mass concrete for pedastal of PCC pole complete all as specified and as directed.
BRICK WORK
Material and labour for brick work with sub class 'B' bricks, straight or curved on plan exceeding 6 m mean radius, built in cement mortar 1:4 complete all as specified and as directed.
Material and labour for continuous brick edging with width equal to width of brick laid dry on end vertically with burnt clay bricks of sub class B, including necessary excavation, tamping ground around bricks & removal of surplus soil to outside defence land complete all as specified and as directed.
Supply and laying burnt clay building sub class B bricks, laid at right angle along the cable complete all as specified and as directed.
FORM WORK
Material and labour for use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter for fair finished surfaces complete all as specified and as directed.
Material and labour for use and waste of formwork to faces of walls and similar work, vertical or to batter for fair finished surfaces complete all as specified and as directed.
Material and labour for use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions for fair finished surfaces complete all as specified and as directed.
Material and labour for use and waste of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floors and roofs not exceeding 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exceeding 10 cm but not exceeding 20 cm wide for fair finished surfaces complete all as specified and as directed.
STEEL AND IRON WORK
Material and labour for mild steel TMT bars 10 mm dia and over cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90 mm dia or securing with clips complete all as specified and as directed.
Material and labour for mild steel TMT bars 6 to 8 mm dia cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90 mm dia or securing with clips complete all as specified and as directed.
Material and labour for mild steel TMT bars 5 mm dia and over upto and including 10 mm dia bars as in stirrups cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90 mm dia or securing with clips complete all as specified and as directed.
Supply and fixing mild steel screw bolts, exceeding 22.5 cm and not exceeding 30 cm long, machine made with hexagonal or square head 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 etc. complete all as specified and as directed.
Supply and fixing plates (plain or chequered), channels square cut of notched (ordinary and counter sunk) forming holes, without any attachment, welding etc., conforming to Fe-410-W(Gde E-250) Quality 'B' complete all as specified and as directed.
Supply and fixing mild steel hand rails, half round or other steel sections or core for wooden hand rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc., wind ties for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc., flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting etc. and similar works conforming to Fe-290 (Gde E-165) complete all as specified and as directed.
Supply and fixing concertina coil 1000 mm dia 1A tying with horizontally barbed wire with 0.90 mm annealed binding wire, 2.64 mm dia having a core wire high carbon spacing steel of high tensile strength as per grade of IS-4454(Part-I) with a low carbon steel strip punched tape barbs/blades @ 25 mm centre to centre punched all along the length on both sides of strips at regular interval conforming to IS-513 complete all as specified and as directed.
Supply and fixing galvanized 2 strand steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails, straining bolts including securing or tying at crossing with and provision of galvanized mild steel wire, staples or steel pins etc. complete all as specified and as directed. NOTE :- Each line of wire shall be measured.
Supply and fixing framed work as in doors or gates of angle or other section with gusset plates, rail, 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 hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing, conforming to Fe-410-W (Gde E-250) Quality 'B' complete all as specified and as directed.
Supply and fixing plain black mild steel sheeting 1.0 mm thick in wall cladding, steel gates and similar work, cut to size, holes punched, including round headed screws, cloud nails or rivets and fixed to steel frames with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles etc. as required complete all as specified and as directed.
Supply and fixing steel roof truss (framed), trussed, purlins, crane gantries, rails and fastings and heavy bracket framing (beams, tee, angle, channel or flat sections) including distance pieces, cleats etc. conforming to Fe-410-W (Gde E-250) Quality B complete all as specified and as directed.
PLASTERING
Material and labour for rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed.
WHITE WASHING AND CEMENT BASED PAINTING
Material and labour for preparation of new plastered surfaces or concrete surfaces and applying two coats of cement based paint over primer complete all as specified and as directed.
PAINTING
Material and labour for two coats of synthetic enamel paint over a coat of red oxide primer including preparation of new steel surfaces over 10 cm width or girth not otherwise described complete all as specified and as directed.
ELECTRIFICATION WORKS
(d) One set of ammeter of size 96 mm x 96 mm digital flush type with CT operated suitable for 0 to 500 Amps. (e) Danger notice board of size 200 mm x 150 mm x 1.6 mm thick of mild steel sheet vitreous enamelled white and letter figure and convention skull and bones of signal red colour and fixed/riveted with panel - 2 Nos (f) MCCB TPN 415 volts adjustable thermal and magnetic type setting 200 Amps, 25 KA breaking capacity - 1 No (g) MCCB TPN 415 volts adjustable thermal and nagnetic type 125 Amps, 25 KA breaking capacity - 1 No (h) MCCB TPN 415 volts adjustable thermal and magnetic type 63 Amps, 16 KA breaking capacity - 4 Nos (j) MCB SPN 32 Amps 240 volts - 2 Nos (k) Cable glands to adopt incoming and outgoing cables. NOTE :- The work shall be including connecting all incoming and outgoing cable feeders with suitable size lugs. glands etc. The panel shall have base frame made out of equal angles 50 mm x 50 mm x 6 mm erected at a depth of 30 cm below GL including necessary earthwork complete of suitable size.
Supply, laying and connecting under ground XLPE insulated, armoured, heavy duty electric cable with aluminium conductor, 1100 volts grade, cross sectional area 50 Sq mm 3.5 core complete all as specified and as directed.
Supply, laying and connecting under ground XLPE insulated, armoured, heavy duty electric cable with aluminium conductor, 1100 volts grade, cross sectional area 25 Sq mm 3.5 core complete all as specified and as directed.
Supply, laying and connecting under ground XLPE insulated, armoured, heavy duty electric cable with aluminium conductor, 1100 volts grade, cross sectional area 95 Sq mm 3.5 core complete all as specified and as directed.
Supply, laying and connecting under ground XLPE insulated, armoured, heavy duty electric cable with aluminium conductor, 1100 volts grade, cross sectional area 16 Sq mm 4 core complete all as specified and as directed.
Material and labour for earthing complete with galvanized steel earth plate electrode of size 60 cm x 60 cm x 6 mm thick, buried directly in ground vertically at a depth not less than 2.25 metre below ground level with the top edge of earth plate at a depth not less than 1.50 metre below ground level, connected to GI strip 32 x 6 mm thick by means of nuts, bolts (4 Nos), check nuts including charcoal dust, common salt necessary excavation in soft/loose soil, returning filling in and removal of surplus soil to a distance upto 50 metre, PCC pit in cement concrete 1:3:6 type C1 (using 20 mm graded stone aggregate), precast RCC cover in RCC 1:2:4 type B1 (using 20 mm graded stone aggregate) 50 mm thick cover reinforced with 8 mm dia TMT bars 75 mm C/C both ways, MS handle 12 mm dia, PGI funnel, wire mesh and GI watering pipe 20 mm bore light grade and earth lead protection including earth work complete all as specified and as directed. NOTE :- GI earth strip 32 x 6 mm and protection pipe of 40 mm dia upto 7.5 metre length shall be deemed to be included in the rate quoted.
Material and labour for earthing complete with galvanized steel earth plate electrode of size 60 cm x 60 cm x 6 mm thick, buried directly in ground vertically at a depth not less than 2.25 metre below ground level with the top edge of earth plate at a depth not less than 1.50 metre below ground level, connected to GI wire 4 mm dia by means of nuts, bolts (4 Nos), check nuts including charcoal dust, common salt necessary excavation in soft/loose soil, returning filling in and removal of surplus soil to a distance upto 50 metre, PCC pit in cement concrete 1:3:6 type C1 (using 20 mm graded stone aggregate), precast RCC cover in RCC 1:2:4 type B1 (using 20 mm graded stone aggregate) 50 mm thick cover reinforced with 8 mm dia TMT bars 75 mm C/C both ways, MS handle 12 mm dia, PGI funnel, wire mesh and GI watering pipe 20 mm bore light grade and earth lead protection including earth work complete all as specified and as directed. NOTE :- GI earth wire 4 mm dia and protection pipe of 15 mm dia upto 7.5 metre length shall be deemed to be included in the rate quoted.
Supply and erection of steel tubular swaged pole complete with cast iron base plate, finial taper plug, bolts, nuts and screws as specified type 410 SP-31, 9 metre long complete all as specified and as directed.
Supply and fixing GI pipe bracket, made of 40 mm dia light grade GI pipe, fabricated into shape and size as required, not less than 1.2 metre long complete with 2 Nos MS clamp of MS flat iron 40 x 6 mm with bolts, nuts and washer complete all fixed on poles/walls complete all as specified and as directed.
Supply, laying and testing PVC insulated, PVC sheathed copper conductor single core cable with multi stranded conductor of size 2 x 2.5 Sq mm and 1 x 1.5 Sq mm earthwire to fix inside pole for connection from junction box to street light fitting etc. complete all as specified and as directed.
Supply and fixing sheet metal enclosure duly powder coated junction box for street light central with linked door controlled including 6 Amp MCB SP with four aluminium bus bar rating 50 Amp for controlling the street lights complete with pole mounting type size 300 x 300 x 150 mm complete all as specified and as directed.
Supply and fixing timer switches astro type (having longitude and latitude of Indian cities in memory) 250 volt single phase 20 Amp rating with contactor fitted inside steel enclosure complete all as specified and as directed.
Supply and fixing energy saving LED street light fitting 150 watt capacity high pressure die cast aluminium housing with seal, toughened glass cover light source of multi LED SMD array with individual secondary lenses, colour temperature 6000 K + 500 K system efficacy minimum 100 lumens/watt and minimum system lumen package of 9000 lumens, operating voltage range 120-280 volts AC, IP 66 THD less than 10% company logo make embossed on the housing of luminaire, surge protection minimum 5 KV with flash indication, driver potted/CE certified/R certified and driver efficiency 85% in repairs complete all as specified and as directed.
Supply, installation, testing and commissioning of eco friendly, generating set diesel engine driven 40 KVA/32 KW at 0.80 power factor or nearest higher size, 415 volts AC, 3 phase 50 Hz 4 wire directly coupled alternator and engine water cooled common base platform with inbuilt fuel tank and including all excavation, PCC foundation, anti vibration pads/dampers as per manufacturer instruction, DG set to be factory assembled by the OEM of the engine manufacturer and all components to be accomodated in enclosure and other accessories complete all as specified and as directed and comprising of the following :-
(A) Engine : Eco friendly for emmission and noise (CPCB norms compliance) diesel engine conforming to BS/IS standard developing suitable HP but not less than 23.87 HP @ 1500 RPM water cooled complete under NTP condition with a provision for 10% over load for one hour on 12 hours running with DG set protection including alarm and tripping for following :- (a) Low tube oil pressure (b) High coolant temperature (c) Over speed (i) RPM meter (ii) Hour meter (d) Radiator/heat exchanger cooling system (e) Spider coupling gear (f) Fly wheel (g) Fly wheel housing complete with starter gear ring & coupling (h) Fuel pipes (j) Air cleaner
(k) Fuel & Lubricating oil filter (l) By pass filter (m) Fuel pump (n) Water pump (o) Lubricating oil pump (p) Self starter 12 Volts AC (q) Residential silencer (r) Extension joint (s) Digital DC volt meter 0-30 Volts for battery (t) Display for fault (u) Lead acid DC battery 12 volts 180 AH as recommended by the manufacturer (v) Battery lead copper conductor stranded with terminals (w) Battery charging generator (DC alternator)
(B) ALTERNATOR :- Alternator 40 KVA, 1500 RPM, 415 volts, 50 Hz, 3 phase system self exited self regulated conforming to IS : 13364 (C) Fuel tank of suitable capacity for continuous 8 hours of operation including all connections etc. as recommended by manufacturer. (D) Base frame made out of suitable channel mounted on AVM pads as recommended by manufacturer. (E) Provision of DG set foundation as recommended by manufacturer. (F) Accoustic enclosure meeting stringer MOEF/CPCB norms of 75 dBA @ 1 metre at 75% load under free field condition with air inlet louvers powder coated. Use of stainless steel hardware and insulating materials shall be meeting IS 8183 and insulating material accoustic enclosure shall be as per manufacturer design. (G) AMF Panel :- AMD panel shall be indoor type suitable for 40 KVA Generating set totally enclosed with sheet metal enclosure with CRCA sheet duly powder coated, dust and vermin proof enclosure made out of 2 mm thick sheet. MS angle frame, front door with locking arrangement & two earth points by the side of the box, floor mounted cubical type with cable glands, sockets etc. with provision of cable entry from bottom all prewired and connected complete comprising the following :-
ROAD WORKS
Material and labour for boring holes manually under road, pavement, hard standing by trenchless technology using ultra sound technique and necessary machine including providing GI pipe 80 mm dia suitable for 0.40 Mpa working pressure complete all as specified and as directed.
Rolling and consolidating formation surfaces in cutting with 8 to 10 tonne power roller to a uniform smooth surface complete all as specified and as directed.
Material and labour for 150 mm thick (spread thickness) soling (or sub base) with broken boulders or quarried stones, interistices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and as directed.
Material and labour for 150 mm thick (compacted thickness) water bound macadam (WBM) in two layers with coarse aggregate of granite, trap or basalt, grading 2 (63 to 40 mm size) or of grading 3 (50 to 20 mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and as directed. NOTE :- Both the layers shall be measured as single unit.
Preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms & finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and as directed.
Material and labour for applying evenly a priming/tack coat with bituminous primer using paving bitumen of any penetration at 10 Kg per 10 Sqm complete all as specified and as directed.
Material and labour for premixed semi-dense asphaltic concrete 40 mm thick (consolidated thickness) with 5.5% binder content by weight of total mix using bitumen of grade VG-30 rolled and compacted with 8 to 10 tonne power roller to required gradient and camber complete all as specified and as directed.
DEMOLITION/DISMANTLING
Dismantling posts or struts (wood, steel or RCC) any section including taking out embedded portion in concrete brick masonry etc. and making good disturbed ground complete all as specified and as directed.
Dismantling barbed wire fencing any type fixed in steel fencing posts complete all as specified and as directed.
Demolition of cement concrete (reinforced) (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided complete all as specified and as directed.
Dismantling chain link fencing any type fixed in steel fencing posts complete all as specified and as directed.
shree balaji builders
M/s DATAAR BUILDERS
R K Enterprises
A K BANSAL AND CO
Anil Kumar Gupta
SATNAM SINGH CONTRACTOR & BUILDER
Siya constructions
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