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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 CrAccepted-AOC DEKARBARI CITY TOWN BARPETA P O AMGURI P S SORBHOG DISTRICT BARPETA ASSAM PIN 781317 | BARPETA | ASSAM | 781317 | ₹4.2 Cr Quoted ₹4.0 Cr | L1 | Accepted-AOC Accepted by BEC |
| 2 | L1₹4.0 CrRejected-Finance H NO 198 BHELLA BARPETA ASSAM 781309 | BARPETA | BARPETA | ASSAM | 781309 | ₹4.0 Cr | L1 | Rejected-Finance Rejected by BEC |
| 3 | L1₹4.0 CrRejected-Finance PROTECH TULIP BARSAJAI BHETAPARA HOUSE NO 2D PARK BLOCK CITY TOWN GUWAHATI P O HATIGAON P S HATIGAON DISTRICT KAMRUP METRO PIN 781028 | KAMRUP METRO | ASSAM | 781028 | ₹4.0 Cr | L1 | Rejected-Finance Rejected by BEC |
Tender Value
₹4.6 Cr
EMD Value
₹9.2 L
Closing Date
20 Dec 2022, 2:00 pmClosed
Chief Engineer,PWD(Roads),Assam
O/o the Chief Engineer, Roads,PWRD Assam, chandmari, Guwahati-781003
Maint/MMPPNA/169 Construction of road Barbhita to Sewrachara Gaon Ch 0.00m to Ch 5400.00m including Routine Maintenance for 4 year under Mukhya Mantrir Pakipath Nirman AAachani for the year 2022-23
2022_PWD_27924_105
CE/CMRDP/MMPNA/2022/11
Open Tender
Civil Works
Item Rate
365 days
Jania
Please refer Tender documents.
6 documents required · 6 mandatory
₹9,210
Yes
₹9.2 L
Yes
O/o the Chief Engineer, Roads,PWRD Assam,chandmari
24 May 2023
2 Dec 2022
21 Dec 2022
2 Dec 2022
20 Dec 2022
13 Dec 2022
2 Dec 2022 - 12 Dec 2022
12 Dec 2022
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.::36134::2.2(ii)a :: By Mechanical Means :: In area of non-thorny jungle
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5::36203::3.4(i) :: Private Land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.::36221::3.14(i) :: Private Land
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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 :: For Grading II Material
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 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
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block/ Edge restraints
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. (ii) :: 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. (iii) :: 200 m stone (precast)
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 :: (ii) 600mm equilateral triangle
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 :: (iv) 800mm x 600mm rectangular
Providing and Fixing Logo of PMGSY Project::43444::10.16 :: Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m 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 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 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 M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
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 alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed.::40258::16.28.(b) :: 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (A) With crushed Stone I. P.C.C grade M 10 Nominal mix 1:3:6
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. (A) With Crushed Stone III. RCC Grade M 20 i) For height upto 5 m
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 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 A. With crushed stone
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
Shifting of utilities as per site requirement in consultation with the concerning department
SKYWAY INFRASTRUCTURE
ABBASUZ ZAMAN
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