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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-AOC | ₹2.8 Cr | L1 | Accepted-AOC Awarded Contract Bidder |
| 2 | L2₹2.8 Cr+₹79,356.10 (0.29%)Rejected-Finance | ₹2.8 Cr+₹79,356.10 (0.29%) | L2 | Rejected-Finance Rejected as L2 |
| 3 | L3₹2.8 Cr+₹1.0 L (0.37%)Rejected-Finance | ₹2.8 Cr+₹1.0 L (0.37%) | L3 | Rejected-Finance Rejected as L2 |
| 4 | L4₹2.8 Cr+₹1.2 L (0.42%)Rejected-Finance | ₹2.8 Cr+₹1.2 L (0.42%) | L4 | Rejected-Finance Rejected as L4 |
| 5 | L5₹3.0 Cr+₹21.5 L (7.76%)Rejected-Finance BILASIPARA P O P S BILASIPARA DHUBRI ASSAM | DHUBRI | ASSAM | 783348 | ₹3.0 Cr+₹21.5 L (7.76%) | L5 | Rejected-Finance Rejected as L5 |
Tender Value
₹3.3 Cr
EMD Value
₹6.6 L
Closing Date
6 Jun 2022, 2:00 pmClosed
Chief Engineer,(EAP) PWRD,Assam
O/o The Chief Engineer,(EAP) PWRD,Assam Fatasil Ambari,Guwahati- 781025
APART/NOCP/ROADS/DH-05 Construction of Road from Dhanpur Suripara road to Baruahpara of Suripara, Baruahpara, Bherbheri village, Bilasipara Mouza in Dhubri District (Length 2.23 KM) under APART
2022_PWRDW_25403_6
CE/APART/32/2022/17
Open Tender
Civil Works – Roads
Lump-sum
360 days
Dhubri District
Please refer Tender documents.
6 documents required · 6 mandatory
₹7,000
₹6.6 L
Yes
O/o The Chief Engineer,(EAP) PWRD,Assam
12 Aug 2022
5 May 2022
6 Jun 2022
5 May 2022
6 Jun 2022
5 May 2022
5 May 2022 - 18 May 2022
18 May 2022
Amount
Cleaning and grubbing road land including uprooting wild vegetation, grass, brushes, shrubs, spallings and trees girth upto 300mm, removal of slumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic not exceeding 150mm in thickness as per Technical Specification clause 201.1 By Manual Means In area of non thorny jungle
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with lead upto 1000m as per Technical specification Clause 301.5 From Private land
Construction of Subgrade and Earthen Shoulders Construction of Subgrade and Earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 with lead upto 1000m as per Technical specification clause 303.1 From Private land
Turfing with Sods 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 sods and watering as per Technical Specification Clause 309.
Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401 For Grading II material
Water Bound Macadam Sub-base/base WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. By manual means
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. By manual means
Interlocking Concrete Block Pavement Interlocking pavement block Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints
Planting of trees and their maintenance for three years (Planting of trees by the road side (Avenue trees) in 0.60m dia holes and 1m deep dug in the ground,mixing the soil with decayed farm yard/sludge mannure,planting the saplings,backfilling the trnches,watering,fixing the tree gurd and maintaining the plant for three years.
Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick,top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos 75mm x 75mm of 12 SWG sheet tubes post duly embedded in cement concrete M15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides.Lettering and printing arrows,border etc will be painted with ready mixed synthetic enmel paint of superior quality in required shade and colour. All sections of framed post and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
Traffic Signs Retro-reflectorised traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign board as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and technical specification Clause 801 60cm equilateral triangle
Traffic Signs Retro-reflectorised traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign board as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and technical specification Clause 801 60cm circular
Traffic Signs Retro-reflectorised traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign board as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and technical specification Clause 801 80cm x 60cm rectangular
Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast)
Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m stone (precast)
RCC Guard Post : 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 alternatively in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. 15cm dia RCC guard post with reinforcement of 4 nos 12mm dia TMT main steel bars and 6mm TMT/MS stirrups at 15cm c?c.
Direction and Place Identification signs with size more than 0.9 sqm size board A) Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on a mild steel single angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawing and technical specification Clause 1701.
Excavation for Structures Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 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. Ordinary Soil 3m to 6m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. With crushed stone P.C.C. grade M 10 Nominal Mix 1:3:6
Brick masonry work in cement mortar in foundation complete exculding pointing and plastering as per drawing and technical specification Clauses 600, 1202 & 1203. Brick Masonry in 1:4 cement mortar
Bedding for pipe: Type A (Concrete Cradle) Bedding Laying Concrete Cradle bedding with M15 Grade Cement Concrete as per Clause 1105(i)
Providing and laying reinforced cement concrete pipe NP3 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 Clause 1106. 1000mm dia
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000mm dia
Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204.
Filling in foundation trenches as per drawing and technical soecification Clause 305.3.9 Sand filling
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. With crushed stone P.C.C. grade M 15 Nominal Mix 1:2.5:5
Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications Clause 802, 804,805,806,807, 1202 & 1204. With crushed stone P.C.C. grade M 20 Nominal Mix 1:2:4
Providing and laying reinforced cement concrete in superstructure complete as per drawings and technical specifications Clause 800,1205.4 and 1205.5 With crushed stone R.C.C. grade M 20 Nominal Mix 1:2:4 Height upto 5M
Construction of RCC railing of M25 grade in cast-in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed in 1 in 500, centre to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications Clauses 800,900 and 1208.3
Supplying, fitting and placing TMT (Fe-500D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/Jindal Steel/Shyam Steel/RINL) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Supplying, fitting and placing TMT (Fe-500D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/Jindal Steel/Shyam Steel/RINL) in superstructure complete as per drawings and technical specification Clauses 1002, 1010 & 1202
Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and Technical Specifications Clauses 800 and 1206.3
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709,1204.3.7
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 Cement concrete grade M10
Construction of flexible apron 1m. Thick comprising of loose stone boulders weighing not less than 25kg beyond curtain wall
Providing pressure relief pipes 100mm dia in bottom slab of box cell on a filter media base of 500mm x 500mm as per drawing and technical specification Clause 1205.5.7
ABBAS SARKAR
Giyas Uddin Ahmed
M/S REGAL VALLEY ENTERPRISE
M/s. Jaichand Lal Singhi
M/s G L Agarwalla
DIPANKAR BOSE
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