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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.6 CrAccepted-AOC 12 10 LOHIYA MARG DISTT PRAYAGRAJ U P | PRAYAGRAJ | UTTAR PRADESH | 211001 | ₹68.6 Cr Quoted ₹69.0 Cr | L1 | Accepted-AOC L1 |
| 2 | l2₹71.2 CrRejected-Finance | ₹71.2 Cr | l2 | Rejected-Finance l2 |
| 3 | l3₹71.9 CrRejected-Finance FLAT NO 5 IIND FLOOR IIIRD B 2 NEHRU NAGAR GHAZIABAD UP 201001 | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 201001 | ₹71.9 Cr | l3 | Rejected-Finance l3 |
| 4 | l4₹72.2 CrRejected-Finance | ₹72.2 Cr | l4 | Rejected-Finance l4 |
| 5 | l5₹72.7 CrRejected-Finance | ₹72.7 Cr | l5 | Rejected-Finance l5 |
Tender Value
₹89.4 Cr
EMD Value
₹89.4 L
Closing Date
18 Dec 2023, 12:00 pmClosed
Superintending EngineerPrayagrajCirclePWDPrayagraj
Superintending EngineerPrayagrajCirclePWDPrayagraj
Four Laning Work of Phaphamau Sahso Road ODR
2023_CEALD_869858_1
11502/10com A Prj Circle /2023 dt 08-12-2023
Open Tender
Civil Works - Roads
270 days
Prayagraj
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹89.4 L
Yes
Superintending EngineerPrayagrajCirclePWDPrayagraj
3 Feb 2024
12 Dec 2023
18 Dec 2023
12 Dec 2023
18 Dec 2023
12 Dec 2023
14 Dec 2023
Amount
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
Removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit.
Dismantling of existing structures like culverts, bridges, retaining walls and other structure (encroachment) comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Construction of sub-grade and earthen shoulders 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 sub-grade 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
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
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately
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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 GSB-1
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.
Provding laying and spreading of graded stone aggregae (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying with 1% OPC cement and 3.5% emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achive the desire density.
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 with mechanical broom.
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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.(DBM in two layer)
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 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 409
Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Plain cement concrete M-15 in culvert complete as per Drawing and Technical Specification
Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.
M20 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
M-25 Reinforced Cement Concrete in box culvert complete as per Drawing and Technical Specification
M-30 Reinforced Cement Concrete in Divider complete as per
Painting or varnishing new work with one coat (upto one sq. mt.) of ready mixed priming paint and one coat of approved superior quality ready mixed paint or varnish including supply of all materials, labour and tools and plants etc. required for proper completion of the work. Paint to be used should confirm the I.S.I. No. 103- 1950. (As per PWDSOR 641+642)
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and TechnicalSpecifications
M.S or iorn work in angle iorn for joint including Supply of matrial labour T&P etc Required for proper compltion of work size 100x100x8 mm si no 503 (a)
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
Drainage Spouts completed as per drawing and Technical specification - 14.09 Item 2705
Chequered terrazo tiles 20 mm thick in footpath and courtyard marbal chips of size upto 6mm in floors on 25mm thick bed of mortor 1:1:1 ( 1 lime putty:1 surakhi : 1 course sand ) jointing with neat cement slurry mixed with pigment to match the shape of the tiles including rubbing and polishing complete, as per SI 14.24
Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings
Supply and laying of 350 mm dia NP-3 Pipe
Supply and laying of 600 mm dia NP-3 Pipe
Supply and laying of 900 mm dia NP-3 Pipe
Supply & fixing of 9 mtr G.I Octagonal Victorian Pole with G.I base antique copper outer colour of approved make (top dia 70mm, Bottom dia I55 mm and base plate I2mm thik) having 3mm thikess with Double arm bracket (1 Mtr length each) on RCC foundation including the cost of foundation, foundation bolts excavation & back filling and Required T&P complete in all respect weight 180 kg. (including electric connection & maintenance upto 5 Years)
Supply and fixing of LED street light fitting with mandatory driver set having die cast aluminium body and lenses suitable for 140 Watt to 150 Watt and confirming to IP66 protection having company LOGO engraved complete in all respect including labour CAT-AAA . (including electric connection & maintenance upto 5 Years)
S/F of 2 no. SPMCB for controlling ofstreet light, including cost of din mounting rail, connecting streep, earth link etc.complete in all respect.. (including electric connection & maintenance upto 5 Years)
Making connection of each street light fitting by S/L 2.5 sqmm 3 core flexible copper cable from pole busbar box to street light fitting.as per P.S.No.289{p) . (including electric connection & maintenance upto 5 Years)
Supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanized), Length up to 2000mm, outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer GI pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to JOO micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 GI. strip will be extra) Make: As approved in U.P. P. W.D., & C.P.R.I. Certified.·. (including electric connection & maintenance upto 5 Years)
S/L of 25mm x 3mm GI strip . (including electric connection & maintenance upto 5 Years)
Numbering of pole by letter writing (number, named, agency, UPPWD) with cost ofpalnt & needed T & P . (including electric connection & maintenance upto 5 Years)
Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of75 mm. thick sandall around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. A-25 Sqmm x 3'/core cable . (including electric connection & maintenance upto 5 Years)
B-150 Sqmm x 3%core cable . (including electric connection & maintenance upto 5 Years)
C-300 Sqmm x 3½core cable . (including electric connection & maintenance upto 5 Years)
S/F of Brass Nikil plated compression gland as under B-25 Sqmm x 3'/core cable . (including electric connection & maintenance upto 5 Years)
D-150 Sqmm x 3'/core cable . (including electric connection & maintenance upto 5 Years)
E-300 Sqmm x 3½core cable . (including electric connection & maintenance upto 5 Years)
S/F of plain or pin type copper tin plated cable socket (Lugs) A-16 Sqmm . (including electric connection & maintenance upto 5 Years)
B-25 Sqmm . (including electric connection & maintenance upto 5 Years)
C-70Sqmm . (including electric connection & maintenance upto 5 Years)
D-150 Sqmm . (including electric connection & maintenance upto 5 Years)
E-300 Sqmm . (including electric connection & maintenance upto 5 Years)
S/F of Main feeder pillar with over voltage and under voltage relay with auto resetting manufactured using 1.9/1.6 mm thick CRCA Sheet steel with powder coated paint double door with canopy base channe lwith cable gland entry from bottom for cable using suitable allurniniwn busbar with provision of incoming & outgoing MCCB of L&T /Schneider/GE/ABB make installation of feeder pillar ofsuitable c.c foundation (AII MCCB to be Rotatory handle type) INCOMING-200A 4Pole MCCB-1 NO. OUTGOING-63A 4Pole MCCB- 3 Nos . (including electric connection & maintenance upto 5 Years)
S/F of Sub feeder pillar with over voltage and under voltage relaywith auto resetting manufactured using 1.9/1.6 mm thick CRCA Sheet steel with powdet coated paint double door with canopy base channel with cable gland entry from bottom for cable using suitable alluminium busbar with provision of incoming & outgoing MCCB ofL&T /Schneider/MDS/GE/ABB make installation of feeder pillar ofsuitable c.c foundation (All MCCB to be Rotatory handle type) INCOMING- 100A 4Pole MCCB-1 NO OUT GOING-63A 4Pole MCCB-1 No, 32A 4Pole MCCB-2NO . (including electric connection & maintenance upto 5 Years)
TRAFFIC SIGNS - GIVE WAY/ coutionary signage (90 cm equilaterial triangle) (as per IRC:67-2012) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (as per IRC:67-2012 clause 14.60) 90 cm equilaterial triangle T- Junction Sign
TRAFFIC SIGNS - STOP (as per IRC:67-2012) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing
Speed Limit Sign at Curve and Other Place Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing
Hazards Sign in front of Parapet Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing
Transverse Bar (Repeated Bars) for Speed Calming (Thermo Plastic Paint) Providing and Applying Hot applied thermo plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gm /sqm area. Thickness of 15 mm is excusive of surface applied glass beads as per IRC 35. The finish surface tu be leveled uniform and free streaks and holes. Composition of thermo plastic material shall be as per table 800-3 of clause 803 of MORTH including cost of all material labour T&P etc required for proper completion of work as directed by E/I.
TRAFFIC SIGNS - SINGLE CHEVRON (NORMAL) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing 50 cm x 60 cm rectangular
Center Line Edge Line (Thermo Plastic Paint) Providing and Applying Hot applied thermo plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gm /sqm area. Thickness of 2.5 mm is excusive of surface applied glass beads as per IRC 35. The finish surface tu be leveled uniform and free streaks and holes. Composition of thermo plastic material shall be as per table 800-3 of clause 803 of MORTH including cost of all material labour T&P etc required for proper completion of work as directed by E/I. Center Line
Cat Eye (Raised Pavement Marker/Road Stud) Sharp Curve and Abadi Portion. Supply and fixing of Raised Pavement marker (Cat Eyes) of Avery Dennision/3M make of approved quality in size of width not exceeding 20 mm and height not exceding 20 mm made up to strong Engineering Polymer thermoplastic polyurethene with Electronic welded abrasion resistant lenses for Retro Reflective in dry and wet weather condition alone with Bituminous adhesive as per MORTH Specification.
Provision of rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.
TRAFFIC SIGNS - INFORMATIONARY SIGNS (HOSPITAL, PETROL PUMP, POLICE STATION,) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing 80X60 cm rectangle board (Petrol Pump,Police Station, Hospital)
TRAFFIC SIGNS - STATE HIGHWAY ROUTE SIGN BOARD / ABADI NAME Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing 45 cm x 60 cm rectangular
Supply, fixing and eraction of built up Cantilever Structure 6 m span Comprising of one vertical posts of 6.00 m height made up of 300 mm NB heavy class MS Pipe as vertical member welded with 10 mm MS plate at top and 12 mm MS Plate at bottom, The Horizontal Truss shall comprise of 50 mm dia heavy class MS Pipe and 40 mm dia heavy MS Pipe as bracing and 10 mm MS plate at bottom for fixing to vertical post as per structure design and drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC foundation of size 90x90M of required depth as per site condition for built up structure including earth work in excavtion 100 mm thick lean concrete in 1:4:8 cement coarse sand and 40 mm gauge stone ballast RCC with and 1:2:4 cement coarse sand and 20 mm stone grit including supply and fixing of 25 mm dia foundation bolts 600 mm long as per provision of structure design including cost of reinforcement and shuttering. The lateral vertical dearances and complete. Installation work shall be as per relevant cluases of MORT&H specifications section 800 and IRC 67 2010 complete in all respects, the Rates shall include cost of design fabrication, supply transportation, local shifting erection of signage structure using crane, inclusive of all taxes royality. VAT etc all T&P machine, material and labour required for proper completion of work as per direction of Engineer in Charge.
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 810 (
Supply & Erection of built up overhead structure 18.00 M to 20.00M span comprising of three vertical post of 6.00 M high made up of 350 mm N.B. havey class M.S. pipe as vertical member welded with 10mm M.S. plate at top & bottom for bearing of horizantal frame comprising of 65 mm . N.B. made havey class main pipe as of 42 mm class medium N.B. pipe bracing as per approved designed drawing with one coat of steel primer and two coats of synthetic enamle paint complate the work includes construction of RCC fundation of size 0.90x0.90M & 1.5 M deep for built up Overhead Structure including earth work in excavation , 100 mm thick Lean Concrete in 1:4:8 cement , course sand and 40 mm gauge stone balllast , RCC with 1:2:4 cement , Course sand and 20 mm stone grit including supply of grouting of 25 mm dia foundation bolts (600mm long) as per provision of structure including cost of reinforcement & shutting as per direction of Engineer in Charge .
Blacklead Infratech Private Limited
JSP PROJECTS PVT LTD
M/s Nirbhay Constructions
M/s PBC Infrastructure India Private Limited
M/s Raj Laxmi Enterprises
SURAJ BUILDER INDIA PVT. LTD.
M/s A K Construction Company
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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