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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAccepted-AOC | ₹3.2 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹3.4 Cr+₹19.2 L (5.93%)Rejected-Finance 422 MAIN BRANCH MASTER TARA SINGH NAGAR JALANDHAR PUNJAB 144001 | JALANDHAR | PUNJAB | 144001 | ₹3.4 Cr+₹19.2 L (5.93%) | L2 | Rejected-Finance Being higher bidder |
| 3 | L3₹3.4 Cr+₹21.2 L (6.57%)Rejected-Finance | ₹3.4 Cr+₹21.2 L (6.57%) | L3 | Rejected-Finance Being higher bidder |
| 4 | L4₹3.7 Cr+₹44.6 L (13.8%)Rejected-Finance 11 A KUTCHERY ROAD BALUGANJ AGRA U P 282 001 | AGRA | AGRA | UTTAR PRADESH | 282001 | ₹3.7 Cr+₹44.6 L (13.8%) | L4 | Rejected-Finance Being higher bidder |
| 5 | L5₹3.7 Cr+₹49.1 L (15.2%)Rejected-Finance STREET NO 11 SECTOR NO 04 TILAK NAGAR SAGAR ROAD BIKANER RAJASTHAN 334001 | BIKANER | RAJASTHAN | 334001 | ₹3.7 Cr+₹49.1 L (15.2%) | L5 | Rejected-Finance Being higher bidder |
Tender Value
₹4.3 Cr
EMD Value
₹5.1 L
Closing Date
1 Jan 2024, 6:00 pmClosed
CWE (AF) Agra
HQ CWE (AF) Agra PIN 282008
CONSTRUCTION OF ROAD ABEAM GOLF TAXI TRACK AT AF STATION AGRA
2023_MES_625996_1
80023-22/E8
Open Tender
Civil Works - Roads
Item Rate
364 days
GE(AF) Tech Area
As per Tender Documents
9 documents required · 9 mandatory
₹2,000
Yes
GE(AF) Tech Area, Agra
₹5.1 L
Yes
8 Mar 2024
1 Nov 2023
8 Jan 2024
1 Nov 2023
1 Jan 2024
18 Dec 2023
Amount
Excavating over area not exceeding 1.50 m deep in soft/loose soil complete all as specified and directed.
Removal of excavated material exceeding 1.5 KM but not exceeding 5.0 KM and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed.
Rolling and cosolidation of formation surfaces in cutting with power road rollers 8 to 12 tonne capacity including watering and consolidating to the required level and gradient etc complete all as specified and directed.
M&L for 250 mm thick Granular sub base with Kankar or laterite in three layers (Two layers of 100 mm each and one layer of 50 mm ) , spread, rolled including consolidated to gradient and camber required complete all as specified and directed.
M&L for 150 mm thick (compacted thickness) WMM laid in two equal layers each 75mm thick (compacted thickness) using approved stones aggregate of grading 2 (63 mm to 40 mm size), spread, watered rolled and consolidated to required gradient and camber with 8 to 12 tonne power road roller etc complete all as specified and directed.
M & L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface using heavy duty air compressors to remove all loose dirt etc complete all as specified and directed.
M&L for applying evenly a priming/tack coat with bituminous primer (using paving bitumen VG-10) at 10 Kg per 10 Sqm using mechanical sprayer etc complete all as specified and directed.
M&L for 60 mm thick consolidated thickness premix bituminous macadam using binder paving bitumen (VG-30) @ 4.5% by weight of total mix, mixed in automatic hot mix plant and laid by using self propelled mechanical paver and compacted to required gradient and camber using 8 to 12 tonne power vibrator road roller to achieve uniform smooth surface etc complete all as specified and directed. Note:- The actual requirement of binder shall be as per the job mix design and the tests specified. However quantity of bitumen from the mix design found more than specified 4.5%, the same shall be provided with no extra cost to the Govt. In case binder content found to be less than 4.5% as per mix design, the same shall be regularised as per actual mix design with minus price adjustment for less bitumen at market rate at the time of execution. The quantity of 4.5% mentioned is exclusive of any wastage and no wastage shall be taken into account for the purpose of above adjustment
M&L for applying evenly a tack coat with bituminous primer at 5 kg per 10 sqm complete all as specified and directed.
M&L for bituminous premix dense asphaltic concrete (DAC), 40mm (consolidated thickness) with 6% paving bitumen VG-30, by weight of total mix, mixed in automatic hot mix plant, laid by using self propelled mechanical paver, rolled and compacted to required camber and gradient with 8 to 12 tonne capacity power vibrator roller to a uniform smooth surface complete all as specified and directed. Note:- The actual requirement of binder shall be as per the job mix design and the tests specified. However quantity of bitumen from the mix design found more than specified 6%, the same shall be provided with no extra cost to the Govt. In case binder content found to be less than 6% as per mix design, the same shall be regularised as per actual mix design with minus price adjustment for less bitumen at market rate at the time of execution. The quantity of 6% mentioned is exclusive of any wastage and no wastage shall be taken into account for the purpose of above adjustment.
M&L for factory made cement concrete Type B-0, 1:2:4 (using 12.5 mm graded stone aggregate) in kerb stone ,copings,, apex stones, , anchorage blocks, , etc.(of any section indicated), with plain fair faces, including chamfers weathering's, throating & two coats of exterior emulsion paint over a coat of primer complete all as specified and directed. Note :- Factory made concrete shall be approved by GE.
M&L for road marking strips, Lines, Dashes, Arrows, Letters etc of 2mm thick (reflective type) of colour White or Golden Yellow on roads, pavements and the likes; exceeding 10cm wide with Hot Thermo Plast material by fully automatic thermoplastic paint applicator machine, fitted with profile shoe, glass beads dispenser, propane tank heaters and profile shoe heater, driven by skilled operator on road surface complete as per MoRTH specifications including cleaning the road surface of all dirt, scales, oil grease and foreign materials etc complete all as specified and as directed.
S&F flexible delinator as per IRC -67 made of flexible PU material, height of pole 750mm and 75mm dia of pole, base 200 mm with 3 in Nos reflective strips, fixed with bolts/epoxy glue as per manufacturer's instructions complete all as specified and directed.
S&F solar road studs (Cat's eye) made from poly carbonate material with twin molded shanks, fixed with high intensity grade retro reflective lens, battery and solar panel complete all as specified and directed.
S&F cat's eye made of polycarbonate moulded body with electronically welded micro prismatic lense on both side of maximum retro reflection in wet and dry conditions and to be fixed with glue and nails as per manufacturer's instructions complete all as specified and directed.
S&F Road safety poly carbonate convex mirror 100cm dia encased in ABS materials, orange colour for outdoor installation including 3 m long and 75mm dia MS pipe as stand, fixed to ABS frame with proper fixing arrangement and including stand painting with two coats of synthetic enamel paint over one coat of red oxide primer fixed on ground in PCC block of size 45x45x50cm of PCC 1:2:4 type B-1 (Using 20mm graded stone aggregate) and including necessary excavation earth work and removal of soil to a distance not exceeding 50 m complete all as specified and directed.
S&F Speed Breaker (yellow and black) having high resistance to impact and harsh weather conditions, ABS body of size 7500x250x75mm including fixing on road with adhesive and nails as per manufactur's instructions complete all as specified and directed.
S & F cautionary / warning / Traffic sign boards single sided made of 2mm thick aluminium sheet [600x600mm square / 600mm dia circular / equilateral triangular 800mm as per site requirement] with grey stove enamelled / powder coated painted on backside and front side bonded with and including white retro reflective sheeting of engineering grade with watermark of the manufacturer on the surface at regular intervals visible with naked eye assuring the quality of engineering grade having pressure sensitive / heat activated adhesive engineering grade retro reflective red coloured border, black coloured cut out symbols of non refective sheeting having pressure sensitive adhesive fixed to MS anle iron frame of size 450x450mm made of MS angle 45x45x5mm including two mild steel angle iron posts of 3.65 m long made of MS angle section 65x65x6mm thick welded together to form a box or tee painted with one coat of epoxy primer and two coats of epoxy finish paint having black and white bands of 25cm width including galvanised iron fixtures grouted in PCC 1:4:8 blocks of size 60x60x75cm and fixing the boards complete all as specified and directed.
S & F cautionary / warning / Traffic sign boards Double sided made of 2mm thick aluminium sheet [600x600mm square / 600mm dia circular / equilateral triangular 800mm as per site requirement] with grey stove enamelled / powder coated painted on backside and front side bonded with and including white retro reflective sheeting of engineering grade with watermark of the manufacturer on the surface at regular intervals visible with naked eye assuring the quality of engineering grade having pressure sensitive / heat activated adhesive engineering grade retro reflective red coloured border, black coloured cut out symbols of non refective sheeting having pressure sensitive adhesive fixed to MS box of size 450x450mm made of MS square tube not less than 60mm including two mild steel angle iron posts of 3.65m long made of MS angle section 65x65x6mm thick welded together to form a box or tee painted with one coat of epoxy primer and two coats of epoxy finish paint having black and white bands of 25cm width including galvanised iron fixtures grouted in PCC 1:4:8 type D-2 (Using 40mm graded stone aggregate) blocks of size 60x60x75cm and fixing the boards complete all as specified and directed.
S & F Object markers with engineering grade Retro reflective sheeting made of 2mm thick aluminium sheet of size 1.0x0.3m bolted or fixed to the object as per manufacturers instructions complete all as specified and directed. Make: Protek / Swerflex / TATA BP Solar / 3M / Sinor Infrastructure / Dark Eye
Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/loose complete all as specified and directed.
M&L for 150 mm thick Granular sub base with Kankar or laterite, spread, rolled and consolidated to gradient and camber required complete all as specified and directed.
Excavating over areas,exceeding 1.5 m deep and not exceeding 3 m deep and getting out soft and loose soil complete all as specified and directed.
M&L for Providing cement concrete type C-2, 1:3:6 (using 40mm graded aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
M&L for RCC M-30 as in foundation, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.
M&L for RCC M-30 as in walls, retaining walls, basement walls and the like; any thickness above top of footings; including attached pilasters and buttresses complete all as specified and directed.
M&L for RCC M-30 as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in the shelves and the like complete all as specified and directed.
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 surface complete all as specified and directed.
Formwork to faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses, etc; vertical or to better for fair finished surface complete all as specified and directed.
Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; exceeding 200m thick (Horizontal or sloping) for fair finished surface complete all as specified and directed.
Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20 cm wide complete all as specified and directed.
M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hopping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
Returning , filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm complete all as specified and directed.
M&L for brick work in cement motar 1:4 using fly ash brick old size straight or curved on plan exceeding 6m mean radius complete all as specified and directed.
M&L for PCC 1:2:4 type B1 using 20mm graded stone aggregate as in bed blocks, coping, coving, hold fasts, plinth course cills and similar articles including form work complete all as specified and directed.
M&L for 15 mm thick rendering on fair faces on brick work on concrete surface in cement mortar 1:4 finishing the surface even and smooth without using extra cement complete all as specified and directed.
M&L for preparation of newly plastered surfaces and two coats cement base paint as on wall surface complete all as specified and directed.
M&L for Hardcore of gauge not exceeding. 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
M&L for PCC 1:2:4 Type B1 using 20 mm graded stone aggregate as in surface channel and drains complete all as specified and directed.
M&L for extra forming fair finished drain or channel 45cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc complete all as specified and directed.
S&F 160mm dia PVC (SWR) Pipes single socketed, in any length, laid in trenches or in floors complete all as specified and as directed.
M&L for Cement concrete type D-2, 1:4:8 (40mm graded aggregate) complete all as specified and as directed.
M&L for brick work with sub class 'B' old size bricks, straight or curved on plan exceeding 6m mean radius in CM 1:6 complete all as specified and directed.
M&L for type B0 1:2:4 using 12.5 mm graded stone aggregate as in copings complete all as specified and directed.
M&L for 15mm thick rendering in cement mortor 1:4 on fair faces of brick work complete all as specified and directed.
Removing excavated material exceeding 250 m but not exceeding 500 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed.
M&L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface using heavy duty air compressors to remove all loose dirt etc complete all as specified and directed.
M&L for surface correction and pothole filling using CSIR-CRRI technology based patch fill pothole repair machine,working by inbuilt air-jet pressure removal of all loose soil and gravel from existing potholes,pressure spray application of tack coat and providing surface correction in terms of pothole filling by automatic production of onsite cold-mix patching material by using cold mix bitumen emulsion with minimum 4.5% residual bitumen and compaction with vibrating plate compactor for even road profile complete all as specified and directed. Note:- The actual requirement of binder shall be as per the job mix design and the tests specified. However quantity of bitumen from the mix design found more than specified 4.5%, the same shall be provided with no extra cost to the Govt. In case binder content found to be less than 4.5% as per mix design, the same shall be regularised as per actual mix design with minus price adjustment for less bitumen at market rate at the time of execution. The quantity of 4.5% mentioned is exclusive of any wastage and no wastage shall be taken into account for the purpose of above adjustment
Preparing and laying for 6mm thick average Micro surfacing ,Type II with micro surfacing paver machine (CRRI certified mobile cold mix paver) as per MoRTH specification (section-514) & IRC:SP:81-2008 complete all as specified and directed.
M&L for road marking strips, Lines, Dashes, Arrows, Letters etc of 2.5mm thick (reflective type) of colour White or Golden Yellow on roads, pavements and the likes; exceeding 10cm wide with Hot Thermo Plast material by fully automatic thermoplastic paint applicator machine, fitted with profile shoe, glass beads dispenser, propane tank heaters and profile shoe heater, driven by skilled operator on road surface complete as per MoRTH specifications including cleaning the road surface of all dirt, scales, oil grease and foreign materials etc complete all as specified and as directed.
Removing of surplus excavated soil to a distance not exceding 50 m at a level not exceeding 1.5 m above the starting point complete all as specified and directed. complete all as specified and directed.
Supply & Laying of best brick locally available sub class 'B' brick (old size) for cable protection cover laid flat and dry in trenches over the cable prependicular to the direction of cable complete all as specified and directed.
M&L for local sand coushioning with clean dry fine sand unwashed including gently punning around cable in trenches for cable protection complete and filling the sand in cable duct inside the sub station building complete all as specified and directed. Note :- Punned thickness of sand shall be measured and paid for sand using in cushioning to cable.
Supply, laying, testing of cable XLPE insulated, screened, PVC bedded,galvanised steel strip or wire , armoured heavy duty electric under ground LT cable 1100 volts grade with stranded aluminium conductor of size 10 sqmm 4.0 core complete all as specified and directed.
Supply, laying, testing of cable XLPE insulated, screened, PVC bedded,galvanised steel strip or wire , armoured heavy duty electric under ground LT cable 1100 volts grade with stranded aluminium conductor of size 16 sqmm 4.0 core complete all as specified and directed.
Supply and Fix MCCB with factory made sheet metal enclosure with provision of cable connection for incoming and outgoing complete all as specified and directed as mentioned below:- (a) MCCB 40 Amps, 25KA , 4 pole with thermal magnetic release -01 No (b) MCCB sheet steel enclosure 'A' Frame FP - 01 No
Supply and fixing in replacement of nature switch complete with timer , contactor, relays and suitable rating MCB s for incoming and out going in built in suitable sheet metal enclosurr of three phase integrated models of cpacity 5 KW complete all as specified and directed.
Supply and fixing LED street light fitting 20 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete complete all as specified and directed.
Excavation in trenches not exceding 1.5m wide and exc 1.5m in depth but not exceding 3 m; for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, etc not exceding 10 Sqm on plan errection of pole and getting out complete all as specified and directed.
Supply, erecting and fixing in repair in true vertical position, steel tubular swaged pole (410 SP-31), Swan Neck Type 09 meter long, complete with cast iron base plate, finial taper plug, pole cap, mild steel bolts, nuts and screw including one coats of black bituminous paint externally (upto planting depth) and remaining exterior portion of pole shall be painted with two coats of aluminium paint over a coat of red oxide primer including preparation of surface including painting blue (sky blue) strips of 30 cm width with synthetic enamel paint in alternate layers upto 1.5 mtr above the plinth block, writing letter or figures ( Block Roman, Italic as Indian) with thick synthetic enamel paint of approved shade not exceeding 5 cm height including numbering of pole, painting of coping with two coat of cement based paint etc complete all as specified and directed. Note :- Excavation , Earth work and PCC etc shall be measured and paid separately.
S&F Weather Proof thermo plastic (Polysterene) Cable Junction box with 4 aluminium strip bar(25x3 mm) , having protection class IP-65 and of overall size 205mm x 255mm x 112mm having metric knockouts on the wall, with three phase cable connecter, duly fixed with the pole with clamp, GI bolts, nuts, washers and 2 Nos polymide weather proof cable glands of cable sealing range 10mm to 17mm (omplete with check nut) and including 1 No 30 Amps 4 way cable connector and 1 No. 6 Amps SP MCB complete all as specified and directed..
Supply and fixing PVC insulated heavy duty electric cable 1.5 sqmm 2 core unarmoured with stranded aluminium conductor complete all as specified and directed.
M&L for drilling suitable dia horizontal bore holes for insertion / laying of 80 mm bore GI tubing of any description below/under road surface/floors etc with using mechanical or manual devices as required at site including making good disturbed surface to match with the existing strata after laying pipes complete all as specified and as directed.
Supply and Laying of GI tubing light grade of 80 mm bore for cable protection on pole/ wall/ floor/ or in trenches and drain etc complete with necessary claimp, nuts, bolts and washers and socket complete all as specified and directed.
Supply and Laying of GI tubing light grade of 50 mm bore for cable protection on pole/ wall/ floor/ or in trenches and drain etc complete with necessary claimp, nuts, bolts and washers and socket complete all as specified and directed.
M & L for earthing complete with galvanised steel plate electrode of size 600mm x 600 mm x 6 mm thick buried directly in ground (earth pit not less than 2.25 Mtr deep below from ground level with top edge of the plate not less than 1.5 Mtr below from ground level connected to galvanised iron wire 4mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel connected to earthing test point including excavation and earth work and disposal of surplus soil to a distance as directed incl 40mm GI tubing light grade and necessary fitting for protection of galvanised strip incl laying of charcoal dust and common salt 15mm thick plastering with CM ( 1:6) internally and upto 150mm below ground level externally, PGI funnel with 20mm dia GI pipe for watering and wire mesh complete all as specified and shown on electrical plate No 3 of SSR Part (2009) and connected to earth test including testing complete all as specified and directed.
HARI CONSTRUCTION CO.
m/s meetu enterprises
S. C. Mangla and Co.
YAUK ENGINEERS
garg construction company
GUPTA ENGINEERING WORKS
JASPAL SINGH & CONST
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