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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC PHUKAN NAGAR SIVASAGAR ASSAM | SIVASAGAR | ASSAM | 785640 | ₹1.9 Cr | L1 | Accepted-AOC PROPER |
| 2 | L1₹1.9 CrRejected-AOC DISOINAGAR JORHAT ASSAM | JORHAT | ASSAM | 785001 | ₹1.9 Cr | L1 | Rejected-AOC NOT QUALIFIED FOR AOC |
| 3 | L2₹2.0 Cr+₹9.4 L (5.00%)Rejected-AOC A T ROAD HOUSE NO 0 CITY TOWN BOKAKHAT P O BOKAKHAT P S BOKAKHAT DIST GOLAGHAT PIN 785612 | BOKAKHAT | GOLAGHAT | ASSAM | 785612 | ₹2.0 Cr+₹9.4 L (5.00%) | L2 | Rejected-AOC NOT QUALIFIED FOR AOC |
Tender Value
₹2.1 Cr
EMD Value
₹4.2 L
Closing Date
15 Feb 2021, 2:00 pmClosed
Addl. Chief Engineer, UAZ, W.R. Deptt., Dibrugarh
Addl. Chief Engineer, UAZ, W.R. Deptt., Dibrugarh
Construction of Retaining Wall to avert seepage from Chainage 11000m to 11850m of Jhanji Left Bank from Tamulichiga to Mudoijan PWD Road
2021_DoWR_20923_1
JOR/RIDF/TAMULICHIGA/2020-21/1
Open Tender
Civil Works
Works
60 days
Jorhat
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,000
₹4.2 L
Yes
8 Mar 2021
4 Feb 2021
16 Feb 2021
4 Feb 2021
15 Feb 2021
8 Feb 2021
Amount
Felling trees including uprooting roots and stumps upto 50cm below ground, cutting into pieces and removing the same from the site of work as directed.Trees above 0.50m and upto 1.00m girth
Felling trees including uprooting roots and stumps upto 50cm below ground, cutting into pieces and removing the same from the site of work as directed.Trees above 5.00m girth
Cutting Banana trees uprooting roots and stumps including removing them from the site of work complete as directed.
Earthwork in excavation for Structures as per drawing and technical specifications 305.1 including setting out,consrution of shorting and braching removal of stumps and other deleterious material and disposing up to a lead of 50m, dressing of side.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause802,803,1202 &1203 . M 20.
Providing form work of ordinary timber planking so sa to give a rough finish including centering shuttering strutting and propping etc..height of proping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ- rainforced concrete and plain concrate works in : Foundation footing , bases of columns , pile caps , raft and mass concrete works etc.
Providing concrete for plain / reiforced croncrete in substructure complete as per drawings and technical specifications Clause 802,804,805,806,1202 &1204. RCC Grade M20 i)Height upto 5.00 M
Providing weepholes in brick masonary/ 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.
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clause 800, 1205.4 and 1205.5 R.C.C grade M20
Supplying fitting and placing TMT (Fe-500D0 )bar reinforcement superstructure complete as per drawing and technical specifications . Clause 1002, 1010 and 1202.
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smalar size towards the soil and bigger size towards the wall and providing over the entire surface abutment, wing wall.
Filling in foundation trenches as per drawing and technical specification . Clause 305.3.9 Sand Filling
15 mm thick cement plaster in single coat on single or half brick wall for interor plastering up to 1st floor level including arises, internal rounded angles not exceeding 80 mm girth and finished even and smooth including complete as directed. A) On rough site B)In cement morter 1:4
Supply of non -woven Geo-textile fabric sheets of 300 GSM manufactured from 100% virgin Polypropylene (PP) fibre with minimum properties as (i) Tensile strength ≥ 12KN/m (ii) Mass ≥ 300.00 Gm/m ² (iii) CBR Puncture strength ≥ 3.5 KN (iv) Elongation at break ≥ 60% (v) Abrasion ≥ 70 % (vi) UV Resistance @ 500 hours ≥ 70% (vii) AOS ≤ 75 micron (ix) Permittivity ≥ 1.25, (x) Trapezoidal Tear Strength ≤ 340 N (xi) Permeability = 2.00 x 10 ̄ ³ m/sec (xii) Seam strength = 80 % of geotextiles strength . Stitching of Bags should be Ring Spun Yarn stitches with 2500-3000 denier double line chain stitch with overlap with stitches along the edge @ minimum 15 stitches per 100 mm.(Each Roll of Geo Fabric Sheet should be supplied in properly packed Bundles and should be marked with the Name of Manufacturer & Batch Number clearly on each bundle with “WRD Govt of ASSAM” to be printed on it and mentioning properly the GSM and type of polymer and Test Certificate from approved NABL accredited and ISO Certified Laboratory should invariably be submitted against each batch of material) FOR GUWAHAT
Carriage of 300 gsm Geo sheet including loading & unloading , stacking , cost of P.O.L etc. Complete and including hire charge of truck with driver and handyman . Complete as directed. ( Distance to be calculated with respect to FOR Guwahati)
Applying one coat of cement primer of approved brand and manufacture on new wall surface after throughly brooming the surfaces free from mortar dropings and other foreign matter and including preparing the surface even and sand papered smooth.
Finishing wall with water proofing cement paint of approved brand and manufacture of required shade on new wall surface (two coat)to give an even shade after throughly brooming the surfaces to remove all dirt and remains of loose powdered materials.
Construction of temporary shed two roofed with mud plinth of 0.45m height above ground level with Bhaluka bamboo posts 1.5m apart driven at least 0.75m below ground and height above plinth 2.50m spilt Jati bamboo walls mud plastering , white washing two coats, 10 cm thick thatch roofing over bamboo rua frame placing at 0.15m clear apart fitted with bamboo kamies frame binding doors and windows with Bamboo chattai strengthening with bamboo frame binding with wire etc. complete as directed.( Using Bhaluka Bamboo at the rate of 6.00nos/Rm & Jati Bamboo at the rate of 61.00nos/Rm.)
Manufacturing, Supplying and Fixing retro reflective sign boards of size 1.22mx0.76m made up of 4mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM - D 4956 - 01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbol and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class - 2 of ASTM - D -4956 - 01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed of 2 no.s of 900mm thick pipe vertical post (AISI 202 Grade) of length 3750mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 30cmx30cmx30cm etc. complete and imcluding making holes in pipes , angles flates , providing and fixing M.S. message plate of requirad size , steel work to be painted with rwo or more coats of synthetic enamel paint of required shade and of approved brand and manufecture over priming coat of zinc chromate yellow primer ( vertical post to be painted in black and white colours). Backside of alluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in Charge. No.s of Sign Board = 2 No.s
SRI DIPJYOTI BORUAH
NK AGARWALLA
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