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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-AOC | ₹2.4 Cr | L1 | Accepted-AOC Accept |
| 2 | L2₹2.4 Cr+₹3.8 L (1.59%)Rejected-AOC 12 B NIKKA SINGH COLONY RAM TIRATH ROAD AMRITSAR PUNJAB | ₹2.4 Cr+₹3.8 L (1.59%) | L2 | Rejected-AOC reject |
Tender Value
₹2.4 Cr
EMD Value
₹4.7 L
Closing Date
5 Jan 2024, 11:00 amClosed
Executive Engineer
Central Works Division No 2 PWD Amritsar
Construction of High Level Bridge 2 span 15 M each eff. Over Lahore Br. Canal at Km 13 of G.T. Road to Jagdev Kalan via Loharka in District Amritsar under CRIF Scheme.
2023_MoRTH_784826_1
48 dt.11.12.2023
Open Tender
Civil Works - Bridges
Item Rate
270 days
Amritsar
Please refer Tender documents.
8 documents required · 8 mandatory
₹20,000
Regional Pay and Accounts office MORTH
₹4.7 L
29 Feb 2024
12 Dec 2023
5 Jan 2024
12 Dec 2023
5 Jan 2024
12 Dec 2023
Amount
Earth work in excavation of foundation of structures as per drawing and technical specifiation, including setting out, construction of shorting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, (Ser.No.12.1 B) Mechanical Means
a) Upto 3 Mtr. depth
b) 3 Mtr to 6 Mtr. depth
Reinforced Cement Concrete M-35 in Piles including Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) ( 2 Nos ) excluding steel reinforcement complete as per Drawing and Technical Specification.(Sr No 12.24 ) [ Analysis attached]
P.C.C 1.3.6 nominal mix under conlilever portion of Pile Caps with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (Sr No 12.4) [ Analysis attached]
Reinforced Cement Concrete M-30 in Pile caps excluding steel reinforcement complete as per Drawing and Technical Specification. (Sr No 12.40 C) [ Analysis attached]
Reinforced Cement Concrete M-30 in sub structure including centering shutering but excluding steel reinforcement complete as per Drawing and Technical Specification. (Up to 5 m height)
Furnishing and Placing Reinforced cement concrete in M-30 in T-beam Slab including centering shutering but excluding steel reinforcement as per drawing and Technical Specification.
Providing and laying 56 mm th. Wearing coat consisting of 50 mm thick bituniinious concrete and 6rnm th.Mastic asphaltic including tack coat.
a) Providing and laying tack coat with bitumen Emulsion @0.20 Kg/ sqm
b) Providing and laying 6mm th.Mastic asphaltic.
c) Providing and laying 50 mm th.Bituminous concrete in single layer.
Pmviding and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instnictions for installation.
Supplying fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-11), section IX and clause 2005 of MORTH specifications complete including all accessories as per drawing and technical specifications.
Construction of R.C.C M-40 Anti- Crash railing without safety herb including centering stuttering but excluding steel reinforcement complete as per Drawing and Technical Specifications.
Drainage Spouts complete as per drawing and Technical specification
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement complete as per Drawing and Technical Specifications.
a) In foundation
b) In Sub Structure
c) In Super Structure
Providing and laying of Filter Media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigg•.r size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
Providing weep holes in Brick masonry / Reinforced concrete abutment, wing wall return wall with 80 mm dia PVC pipe, extending through the full width of the strucMe with slope of I V:20H towards drawing foce. Complete as per drawing and Technical Specifications
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
PCC- M 15 for base course of Approach slab complete as per Drawing and Technical Specification.
RCC Grade M 30 on Top of Approach slab including centring, shattering & steel reinforcement complete as per Drawing and Technical Specification.
Providing and fixing Cat eyes
Providing and fixing Delinators
Providing and layng centre line 10 /15 mm wide with thermoplastic paint
Providing and fixing Display Boards (size 900x600mrn) using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012.
Construction of Approaches
Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth complete as per PWD specifications.
Construction of granular sub-base by providing coarse 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.
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.
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 0.25 kg per sqm or the prepared bituminous/granular surface cleaned with mechanical broom.
Providing and laying dense graded bituminous macadan with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 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. 507 complete in all respects.
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/granular surface cleaned with mechanical broom.
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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. 509 complete in all respects.
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.
Place Identification sign board 900x900mm square as per IRC 67-2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 - 09 and as per IRC 67 - 2012. fixed over 3mm thick aluminium Composite material (ACM sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @, 200 mm c/c to back support frame of 25×25×3mm angle iron supported on a square hollow steel section post 60×60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.60x0.60x0.75m for vertical post complete as per clause 801 of MORT&H specifications.
Cautionary sign board 600×600×600mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 - 09 and as per IRC 67 - 2012. fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25×25×3mm angle iron supported on a square hollow steel section post 60x60×3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications.
Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive, Complete as per clause 804.7.3 of MORT&H 5th revision specifications.
Providing & erecting "W" type metal beam crash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on channel vertical post 150x75×5mm spaced 2mtr centre to centre 1.80mtr high, 1. 1 mtr below road or ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS: 1367 & IS: 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150×75×5mm, 330mm long fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause IRC: 119-2015.
Construction of 6 Mtr Culvert
Earth work in excavation for structures in ordinary soil up to 3M depth as per MORT&H specifications
Providing P.C.C. grade M 10 (Nominal mix 1:3:6) in open foundations as per MORT&H specifictions
Brick masonary work in cement mortar 1:4 in foundation complete as per MORT&H specifications
Brick masonary work in cement mortar 1:4 in substructure complete as per MORT&H specifications
Brick masonary work in cement mortar 1:3 in superstructure complete as per MORT&H specifications
Providing & laying reinforced cement concrete M20 grade in substructure as per MORT&H specifications.
Providing & laying reinforced cement concrete M25 grade in superstructure as per MORT&H specifications.
Supplying, fitting and placing HYSD bar reinforcement in superstructure as per MORT&H specifications
Providing and fixing weep holes in brick masonary as per MORT&H specifications.
Providing & laying filter media behind wall as per MORT&H specifications.
Providing & filling joint sealing compound with coarse sand and 6 percent bitumen by weight as per MORT&H specifications.
15mm thick plastering with cement mortar 1:4 on brick work as per MORT&H specifications.
Painting of parapet wall of CD work with cement paint as per MORD specifications 1701
Brick on edge flooring laid in cement sand mortar 1:4 on 75mm thick cement concrete 1:8:16 and 100mm sand filling cement pointing 1:2 on top.
Dismantling of Old Bridge
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (By Mechanical Means)
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of cement concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceabie material with all lifts and lead of 1000 metres ( By Mechanical Means)
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of Brich 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
Credit of Old Material (Brick Bats)
Credit of Old Material (Steel)
Add GST 18%
M/S. GAANESHKARTIKEY CONSTRUCTION PRIVATE LIMITED
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