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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 CrAdmitted-Finance WARD NO 9 BAZAR PATTY NORTH LAKHIMPUR ASSAM | ₹10.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹10.1 Cr+₹10.0 L (1.00%)Admitted-Finance | ₹10.1 Cr+₹10.0 L (1.00%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RAJIB SAHU L1 | Lakhi Chutia L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of groth upto 300mm, removal of stumps of such trees cut earlier ------- disposal of top organic soil not exceeding 150 mm in thickness as per technical specification I.In Area of non throny jungle | 7.44 | Hect. | - | - |
| 2.00 | Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000metres ,stacking serviceable materials and unserviceable materials separately.) | 455.13 | cum | - | - |
| 3.00 | Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines,grades and cross sections. | 15,374.89 | cum | - | - |
| 4.00 | Construction of embankement 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 (300-2) ( including compensation of earth.)(a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) From Private Land | 29,145.87 | cum | - | - |
| 5.00 | Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading ,grading to required slope and compacting to meet requred with lead upto 1000m as per Technical Specification i) from private land | 10,051.03 | cum | - | - |
| 6.00 | Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface mixed by rotavator with OMC and compacting with smooth wheeled roller to achieve the desired density,complete--- 2) Grading -II Materials | 2,910.03 | cum | - | - |
| 7.00 | 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 smooth whelled roller 80-100 KN ---- course aggregate watering and compacting it to the required density.(a) By Manual Means(II) Grading- II (C) Using Screening Type-B (11.2mm Agg.) | 1,404.94 | cum | - | - |
| 8.00 | 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 smooth whelled roller 80-100 KN ---- course aggregate watering and compacting it to the required density.(a) By Manual Means(II) Grading- III (C) Using Screening Type-B (11.2mm Agg.) | 2,033.13 | cum | - | - |
| 9.00 | 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 0.60 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) | 33,472.5 | Sqm | - | - |
| 10.00 | 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.) | 66,945 | Sqm | - | - |
Tender Value
₹10 Cr
EMD Value
₹20 L
Closing Date
5 Feb 2020, 2:00 pmClosed
Chief Engineer, PWD (Roads), Assam
O/o the Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati, 781003
SOPD_SIG_19_20_60 Improvement of road from Bihpuria to NH-15 Pathalipahar via Barbali road under Signature Project of SOPD-G (State Priority Scheme) for the year 2019-20, Bihpuria LAC
2020_PWD_15864_60
CE/DEV/TB/199/2019-20/01
Open Tender
Civil Works
Item Rate
270 days
Bihpuria
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered Officer, ASRB A/C No. 10566991479
₹20 L
Yes
O/o the Chief Engineer, PWD (Roads), Assam
22 Feb 2020
13 Jan 2020
5 Feb 2020
13 Jan 2020
5 Feb 2020
17 Jan 2020
13 Jan 2020 - 1 Feb 2020
17 Jan 2020
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of groth upto 300mm, removal of stumps of such trees cut earlier ------- disposal of top organic soil not exceeding 150 mm in thickness as per technical specification I.In Area of non throny jungle
Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000metres ,stacking serviceable materials and unserviceable materials separately.)
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines,grades and cross sections.
Construction of embankement 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 (300-2) ( including compensation of earth.)(a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) From Private Land
Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading ,grading to required slope and compacting to meet requred with lead upto 1000m as per Technical Specification i) from private land
Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface mixed by rotavator with OMC and compacting with smooth wheeled roller to achieve the desired density,complete--- 2) Grading -II Materials
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 smooth whelled roller 80-100 KN ---- course aggregate watering and compacting it to the required density.(a) By Manual Means(II) Grading- II (C) Using Screening Type-B (11.2mm 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 smooth whelled roller 80-100 KN ---- course aggregate watering and compacting it to the required density.(a) By Manual Means(II) Grading- III (C) Using Screening Type-B (11.2mm 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 0.60 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.)
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.)
Bituminous Concrete (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 % of mix and filler transporting the hot mix 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.509. 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 aplying Interlocking Concrete Block Pavement M40 having thickness of 80 mm as per Technical Specification Clause 1504
Providing and lying M40 grade cement Concrete Edge block/edge restraints complete as per Technical Specification Clause 1504
Providing & fixing of retro refectories cautionary mandatory & informatory sign as per IRC 67, complete. i) 90 cm equilateral triangle
Providing & fixing of retro refectories cautionary mandatory & informatory sign as per IRC 67, complete. ii) 60 cm equilateral triangle
Providing & fixing of retro refectories cautionary mandatory & informatory sign as per IRC67,complete.iv) 80cm x 60cm rectangular.
Providing & fixing of retro refectories cautionary mandatory & informatory sign as per IRC67,complete.iv) 60cm Circular
Reinforce cement concrete M15 grade kilometer stone/local stone i) 5 th. kilometer stone (precast)
Reinforce cement concrete M15 grade kilometer stone/local stone ii) ordinary. kilometer stone (precast)
Reinforce cement concrete M15 grade kilometer stone/local stone iv) 200 m stone (precast)
Direction and place identification sign more than 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. 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)
Providing & fixing of retro refectories cautionary mandatory & informatory sign as per IRC 67, complete.
Providing and laying of hot applied thermoplastic compound 2.5 mm thick and conforming to the MoSrt & H specifications.
Type - A, "W" : Metal Beam Crash Barrier (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 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.)
Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed.30 cm dia. RCC guard post with reinforcement of 6nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
Over head sign: Providing and erecting overhead signs of tonne 86623.00 anti-corrosive steel tubular framed structure (all the steel work must be TATA/ SAIL/ any otherapproved brand) for retro reflective signage boards made of high intensity grade encapsulated lens type retro Reflective sheeting conforming to ASTMD4956 type B III specifications and having approved pattern over its entire surface bonded on to 2.00 mm thick aluminium sheet with back supporting angle iron frame of 35x35x4mm angle iron duly riveted with solid MS & aluminum rivets. The entire face of the sign shall be covered & bounded with yellow/ white/ red/ blue high intensity encapsulated lens reflective sheeting with distinctive hoed pattern on front side (no plain surface) with heat lamp vacuum applicator machine only. The yellow/ white/ red/ blue portion of the board shall be screen printed on the high intensity shed base including fixing the board on portal/ support/ wall/ dowel rod etc., with contractors clamps/ cleats/ bolts/ rivets/ wells including all contractors materials,labour, tools, lead & lifts etc. complete and all other incidental charges necessary for successful completion of work as per specifications and as directed. (Retro Reflective sheeting conforming to ASTMD4956 type B III specifications and Foundation Works shall be measured and paid separately)
Earth work in excavation in foundation of structures as per drawing & techniclal specifications including setting out,construction of soring and bracing, removal of stumps and other deletarious matter, dressing of sides and bottom and backfilling with approved material as MoSRT&H 304 inordinary soil by manual means (without dewatring: upto 3M depth)
Providing retro reflective sign board of high intensity grade reflective sheeting conforming to ASTMD4956 B-III specifications having approved pattern over its entire surface bonded on to 2 mm thick aluminium sheeting, the entire face of the sign shall be covered & bounded with yellow/ white/ red/ blue high intensity grade with distinctive nod pattern on front side with heat lamp vacuum applicator machine only.
Plain /Reinforced cement in open foundation complete as per drawing & technicla specifications as MoSRT&H, 1500, 1700, 2100 PCC grade M20
Plain /Reinforced cement in open foundation cum complete as per drawing & technical specifications as MoSRT&H, 1500, 1700, 2100 RCC grade M20 using concrete mixure
Plain /Reinforced cement in open foundation cum complete as per drawing & technical specifications as MoSRT&H, 1500, 1700, 2100 RCC grade M20 using concrete mixure
Providing and fixing metal road stud with dimensions 100x50x20mm Length anchoring shank:60.4 mm Aluminum body with (b) Two- way reflective with 2x43 glass elements
Providing Hump type Speed Breaker complete as per drawing and technical specifications
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m 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.
E/W in excavation for structures as per drawing and Technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious materials and disposal upto a lead of 50 I. Ordinary Soil (a) Manual Means (Depth upto 3 m)( With dewatering
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry,(c) Cement Concrete grade M15
Removing all types of Hume pipes. (B) above 600 mm to 900.00mm dia.)
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, (1:3:6)
Beeding of Pipe (ii) Type B(First Class beeding) Laying First Class Beeding on well compacted sand, moorum or approved granular materials
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications M20(1:2:4)
Providing & Laying reinforced cement concrete pipe NP-3 for culverts on 1st class bedding of granular material in single row including fixing coller with cement morter 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head walls and parapets 1000mm dia
Lakhi Chutia
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