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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.5 CrAccepted-AOC | ₹9.5 Cr | 1 | Accepted-AOC Qualified |
| 2 | 2₹9.9 Cr+₹34.0 L (3.57%)Rejected-Finance | ₹9.9 Cr+₹34.0 L (3.57%) | 2 | Rejected-Finance Not Qualified |
Tender Value
₹9.5 Cr
EMD Value
₹19.1 L
Closing Date
9 Dec 2019, 2:00 pmClosed
C.E, PWD(Roads), Assam
O/O the C.E. PWRD,Assam, Ghy-03
Improvement/ Beautification of Mother Teressa Road from Noonmati ROB to Narengi Tiniali (from Ch. 4543.00 M to Ch. 5800.00 M) under SOPD(G) for the year 2019-20.
2019_PWD_14913_1
Beautification of Mother Teresa Road
Open Tender
Civil Works – Roads
Item Rate
365 days
Guwahati
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
Yes
Empowered Officer, ASRB
₹19.1 L
Yes
19 Jun 2020
26 Nov 2019
9 Dec 2019
26 Nov 2019
9 Dec 2019
26 Nov 2019
26 Nov 2019 - 9 Dec 2019
Amount
Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure 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 lift and lead of 1000 metres)
Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.Removed surface debris plastic etc.from devider surface
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.)
Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) (ii)By Mechanical Means A)Bituminous course
Providing brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete. a) Stone on flat soling
Granular Sub-base with Close Graded Material (Table:- 400-1)Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per cl. 401( Including cost of testing of materials at site and laboratory as directed by the deptt.)
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) . ii) Grading- II ,Using Screening Type-A (13.2mm Agg.)
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) . ii) Grading- III ,Using Screening Type-A (13.2mm Agg.)
Prime coat (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 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.)
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) Normal Bituminous Surface Area
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam 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% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant or (Drum mix) 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(including cost of testing of materials at site and Lab. as directed by the deptt.) .(i). for grading- I ( 19 mm nominal size), VG-60/70 or VG-30 grade of bitumen
Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. (Coloured) B)100mm thick interlocking precast blocks having compressive strength of 50N/sq.mm.
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications ,(b)TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
Plain/Reinforced Cement Concrete in sub structure complete as per Drawing and Technical Specification and steel suttering frame work. F RCC Grade M-25, CASE -II With batching Plant,Transit Mixer and Concrete Pump
Stripping, storing and re-laying top soil from borrow areas in agriculture fields. (Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and re-laying after taking the borrow earth to maintain fertility of agricultural field,finishing it to the reqd. levels and satisfaction of the farmer.)
Plastering with cement mortar (1:4),15mm thick on brick work in structure as per technical specification Clauses 613.4 & 1204
Providing & fixing PVC pipesof 6 kg/cm2 (supreme/prince ) or other ISI approved including joining and fixing with clamps etc. as necessary complete at all levels including below GL as per the specification and the direction of the department complete .
Painting Two Coats on New Concrete Surfaces' Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
Earth work in filling with good earth mixed with sludge farm yard manure or / and good earth in required thickness and spreading including carriage and all laboure etc complete as directed. Brahmaputra silt for growing of Doobs grass.
Planting of trees and their Mainteenance for one year (Planting of trees by the road side (Avenue trees ) in 0.60 m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches,watering ,fixing the tree guatrd and maintaining the plants for one year. Provided LS 90.00 no per Km.replaceing the dead tree on the road devider including new plantation at the vacent space in uniform distance.
Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. @ 3.00m C/C
Providing and erecting Median Markers which shall be made of tough, high impact resistant, injection-moulded, thermoplastic body with an isosceles trapezoid structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness shall not be less than 1.8 mm. The palstic used for moulding the Median Marker shall have a minimum notched izod impact strength value 600 J/m at room temparature, when tested in accordance with ASTM D256 shall retain 70% of this value when sujected to accelerated weathering for 1000 hours as per ASTM G 155. The logo of the manufacturer shall be embossed on either side of the body in the injection molding procesetc.. and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage etc. The median marker shall by a combination of epoxy adhesive and grouting as per manufacturers' recommendation completed as directed by engineer. The material should be accompanied with pre-quanlification warranty from the manufacturer. @ 3.00m C/c
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 and conforming to the MoSrt&H specifications
Providing Linear Delineator System with Diamond grade reflective sheeting of size 80cmx10cm, fixing over thin gauge crimped aluminium sheeting with single colour panels of Yellow/Red/White and fixing to the object as per specification of the manufacturer.
Providing brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete.
Providing Pre cast kerb stone of size 300x450x100mm in the drain cum footpath edge as per drawing and design.
Providing, fitting, fixing Ornamental grill on divider, footpath, edge etc. as per drawing and design. In deviders
Applying one coats of cement primer of approved brand and manufacture on new wall surface after throughly brooming the surfaces free from morter dropping and other freign matter and including preparing the surface and sand and directed by the department complete .
Applying wall painting two coats with palstic emulsion paint of approved brand and manufacture (Asian paint/ Berger paint paint/ICI paint etc.) on new surface to give and even shade after throughly brooming the surfaces free from morter dropping and other freign matter and including preparing the surface and sand and directed by the department complete .
Extra over above item for every subsequent coat of wall painting with plastic emulsion paint of of approved brand and manufacture (Asian paint/ Berger paint paint/ICI paint etc.) as directed by the department complete .
Applying primer coat over new steel and other metal surface over 100 mm in width or goorth after preparing the surface by throughly cleaning oil, etc. as directed by the department complete .
Painting two coats excluding primer coat on new steel and other metal surface over 100 mm in width or goorth after preparing the surface by throughly cleaning oil, etc. as directed by the department complete .
Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specification.
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
Applying two coats of Birla white wall care putty after removing all loosely adhering material from the wall surface with the help of emery stone etc. and as directed by the department complete .
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand 80 cm x 60 cm rectangular
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork RCC gr M-20
hitech construction
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