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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.8 CrAccepted-AOC | ₹28.8 Cr | L1 | Accepted-AOC accepted being lowest rate |
| 2 | L2₹29.6 CrRejected-Finance | ₹29.6 Cr | L2 | Rejected-Finance REJECTED Being HIGHER RATE |
| 3 | Rejected-Technical | - | - | Rejected-Technical NON RESPONSIVE |
| 4 | Rejected-Technical | - | - | Rejected-Technical NON RESPONSIVE |
| 5 | Rejected-Technical | - | - | Rejected-Technical NON RESPONSIVE |
Tender Value
₹35 Cr
EMD Value
₹52.5 L
Closing Date
12 Jun 2023, 12:00 pmClosed
office of the se.ayo.ambe.circle.pwd.ayodhya
office of the se.ayo.ambe.circle.pwd.ayodhya
Widening and Expansion of NH-27 to Nayaghat old Bridge Road(Dharm Path) ( Other District Road) Between CH. 0.000 to 2.000 (Length 2.00 KM.) in District Ayodhya
2023_CEUFZ_806737_1
3139/02com ayo-ambe-circle/23 Dt. 02-05-2023
Open Tender
Civil Works - Roads
180 days
office of the se.ayo.ambe.circle.pwd.ayodhya
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹52.5 L
Yes
office of the se.ayo.ambe.circle.pwd.ayodhya
28 Aug 2024
29 May 2023
12 Jun 2023
29 May 2023
12 Jun 2023
29 May 2023
7 Jun 2023
Amount
Dismantling of existing structures like Plain Concrete/Reinforced concrete/ Prestressed concrete structures including cleaning, straightening & cutting of bars including sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)
Dismantling of existing structures like stone/brick pitching / paver block including sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately.( Bituminous course)
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately.( Non bituminous base/sub base course)
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
Construction of Median with Soil Taken from Borrow Areas (Construction of median above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 408) Filling in Landscape
Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305..)
Providing and laying Granular Sub-base (drainage layer) By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401). Grading–I (Table –400-2).(og +15% rec+40% fresh) material
Providing and laying Granular Sub-base (drainage layer) By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401). Grading–I (Table –400-2).(85% fresh GSB +15% rec bitumenious material)
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) As per MORTH Clause 406
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means
Providing and applying tack coat with bitumen VG- 10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned.
Providing and laying dense graded bituminous macadam grade II with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG- 30 @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.)
Providing and laying bituminous concrete grade II with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects)
Providing and laying of 80 MM thick rubber moulded reflective zigzag shape interlocking tiles of precast compressive strength not less then M-30 in grey and red colour on prepared base by using local Sand for levelling and joint filled by sand includng all cost of labour and material etc required for proper completion of work.
Providing and laying Factory made TACTILE, Hydraulically pressed,coloured concrete paving blocks of approved size in paved wherever required as/drawing, in position 40 mm sand base and 40 mm mortar base on edge pavers as shown complete as/ drawing.
Laying of Paver Block for Footpath- with Reusing existing dismantled paver blocks.
Providing and laying 1000 mm dia Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .
Providing & Laying Plain cement concrete M15 grade in open foundation complete as per drawing and technical specifications (Drain, Duct & Culvert)
Providing & Laying Plain/Reinforced cement concrete M20 in Drain/Chamber complete as per drawing and technical specifications a) With Batching Plant, Transit Mixer and Manual placing (Drain, Duct & Culvert)
Providing & Laying Reinforced cement concrete M25 grade in open foundation complete as per drawing and technical specifications (Drain, Duct & Culvert)
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications (Drain, Duct & Culvert)
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
Providing & fixing grating with frame of size 35 mm x 35 mm x 6 mm ms angel iron and 20 mm x 5 mm ms flat specified size for the drain water inlet all complete as per drawings and specifications. (In drain)
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering.
Providing and laying Plain/Reinforced cement concrete M35 in Drain/Chamber complete as per drawing and technical specifications a) With Batching Plant, Transit Mixer and Manual placing (Drain & Duct)
Providing and fixing MS angle Placing 3 rows on either side of Electric duct MS Angle size 100mmx100mmx10mm
Back filling behind abutment, wing wall and return wall with local sand complete as per drawing and Technical Specification.
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408)
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
Supply and fixing of reflective raise the payment marker with its body surface made of tough a S a acrylic styrene Acrylonitrile) or HIPS ( Hi- impact Polystyrene)or acrylonitrile butadiene styrene (ABS). The marker shall support a load of thousand three 35 KG tested in accordance with a STMD4280 and its reflective panels shall consist of number of lenses containing single or dual is a Matic cubes of providing total internal reflection of the light entering the lens face retro reflecting surface LB 35 plus or -5° to base and area of each retro reflecting surface shall not be less than 13 cm² Road states shall be legible with name trade mark or other means of identification of the manufacturer dimensions of road studs so it should not be less than 100mm x 100mm x 10mm-RPM with shank as per ASTM.
Providing and fixing of LED/Solar Traffic blinkers including all material, labours T&P etc. as per Specifications
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)
Construction of a permanent type barricade made of steel components, 1.5 m high from road level, fitted with 3 horizontal rails 200 mm wide and 4 m long on 50 x 50 x 5 mm angle iron vertical support, painted with yellow and white strips, 150 mm in width at an angle of450, complete as per IRC:SP:55-2001 )
Supply, Erection and Commissioning of 9 Mtr height decorative having cast iron decorative base,Double arm with 120 W LED light fixture inclu. Make: Kesslec/Neri/Rosa/Simes
Supply, Erection and Commissioning of 9 Mtr height decorative having cast iron decorative base,Single arm with 120 W LED light fixture inclu. Make: Kesslec/Neri/Rosa/Simes
Supply and fixing of suitable out door type feeder piller box made with 14 SWG CRCA sheet after 7 tank process including MCC 63A FP MCB, 12 Nos SP MCB's,din chanel, bus bars, 6 Sqmm 3 core copper cable for internal wiring , contactor, Timer,connectors and provision for energy meter etc., complete for finished item of work.
Supply, Laying and testing of 4 C X 16 Sqmm, XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor
Supply, Laying and testing of 4 C X 50 Sqmm, XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor
Supply and Transportation of 2Cx2.5 sq.mm XLPE/PVC insulated & PVC sheathed armoured cables of 1.1 KV grade with copper conductor as per IS 7098 Part-I -1988 etc complete.
Supply and laying of HDPE pipe of 63mm for streetlighting
Pipe HDPE 160 mm dia for cable laying (pipe to be laid by HDD method) for road crossing
Supplying and laying 8 SWG GI wire(0.104Kgs/Mtr)
Providing Labour for making of earthing 40mm dia 15M long GI pipe vertically for eathing having 12mm dia holes spaced 75 mm apart drilled up to2 M from the bottom all complete as per specification.
MULTI-FUNCTIONAL ZONE (BENCHES) (S.S.Benches,Length 6'-0")
MULTI-FUNCTIONAL ZONE (STONE BENCHES CEMENT CONCRETE WITH 30 MM THICK RED SANDSTONE CLADDING. (SIZE= 1500x450x450MM)
MULTI-FUCTIONAL ZONE CYCLE TRACK & PEDESTRAIN WALKWAY (TRELLIS) (MS FRAME 1090x1090MM C/C MEMBER SIZE 200x50x2MM, It would be provided at every 300 meter interval )
MULTI-FUNCTIONAL ZONE (KIOSK) (Material to be recycled or sustainable, It would be provided at every 300 meter interval ) as per attached drawng.
Bollard (Bollard at Pathways starting and end points to restrict 2 Wheelers ) as per attached drawng.
Priya Construction
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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