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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 CrAccepted-AOC | ₹6.3 Cr | L1 | Accepted-AOC PROPER |
| 2 | L2₹6.4 Cr+₹7.0 L (1.10%)Rejected-AOC AT ROAD BOKAKHAT ASSAM | ₹6.4 Cr+₹7.0 L (1.10%) | L2 | Rejected-AOC NOT QUALIFIED FOR AOC |
| 3 | L3₹6.4 Cr+₹7.5 L (1.18%)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 | ₹6.4 Cr+₹7.5 L (1.18%) | L3 | Rejected-AOC NOT QUALIFIED FOR AOC |
Tender Value
₹6.4 Cr
EMD Value
₹12.8 L
Closing Date
4 Feb 2020, 2:00 pmClosed
Addl. Chief Engineer, UAZ, W.R. Deptt., Dibrugarh
O/o the Addl. Chief Engineer, Upper Assam Zone, Water Resources Department, Dibrugarh
Strengthening of Down Stream of Moinamiri Ring Bund (Package No. 2)
2020_DoWR_15674_2
DIB/SOPDG/DSMOINA/2019-20/1
Open Tender
Civil Works
Works
90 days
Dibrugarh
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
The Executive Engineer, Dibrugarh W.R. Division
₹12.8 L
Yes
27 Feb 2020
27 Jan 2020
4 Feb 2020
27 Jan 2020
4 Feb 2020
27 Jan 2020
Amount
Medium Jungles: Clearing medium jungles and trees upto 15 cm. girth including cutting, uprooting roots and stumps, removing them from the site of the work, etc. complete as directed. ( When 30% to 60 % of the area is covered by shrubs,trees etc)
Felling trees including uprooting roots and stumps upto 50 cm. below ground, cutting into pieces and removing the same from the site of work as directed. Trees above 0.50m and up to 1m girth:
Earth work in embankment by truck carriage in ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and filling in uniform layers not exceeding 22cm. thick including ploughing or roughening or benching the seats, removing all debries, breaking clods up to 2.5cm cube, dressing as per design section including payment of forest royalty if any, etc. complete as directed. (10% deduction will be made from the section measured quantities of the completed and compacted on account of shrinkage) 1. For initial lead beyond ½ Km and up to 4.00 Km and for all lifts
Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
Collection of sand gravel from approved quarry containing 60% sand and 40% gravel free from disintegrated and flaky pieces of vegetation and other deleterious matters, adherent coating etc. including stacking in suitable stacks at quarry site and payment of forest royalty etc. complete as directed.
Labour charge for laying of soling stone, brick bats, broken stone metal, sand gravel etc. on approach road etc. including ramming dressing the seat and local carriage of materials up to a distance of 60 m complete as directed
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, 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. In marshy soil A (II) Manual means (Depth up to 3m)(With dewatering)
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without Plasticiser A. P.C.C grade M 15
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without Plasticiser C. RCC Grade M20 (Case I) Using concrete mixer
Supplying, fitting and placing MS Bar (Fe-500 ) reinforcement bar From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. A. Boulder laid dry without wire crates
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.
Cement concrete blocks (size 0.5 x 0.5 x 0.5 m) (Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 21-2000.)
Single bamboo spur and palasiding of whole 2nd class bamboo (Jati or Bethua) 65mm to 75mm dia closely packed & driven, including fitting and fixing with half bamboo kamis horizantally in three rows with the cane or tieing wire complete and struts 1500 mm apart longitudinally and providing brush wood as per drawing and technical specification clause 1302.5 of MORD a) Driven atlease 900mm below and 1800mm above the ground on average
Serviceable empty cement bags
Labour charge for laying and pitching earth filled cement bags including excavation and borrowing earth, breaking clods, filling in bags and supplying and stitching the mouth with jute sutli, etc. complete as directed. (cement bags will be supplied by the department free of cost). For borrowing earth from a distance beyond 30m. & up to 60m.
Dewatering by 5 H.P. water pump including supply of necessary fuel, engine oil and pump operator etc complete..
M.S. plate for skin plate of shutter of 10mm thick
M.S. channel for frame, horizontalgirders and vertical stiffners
M.S. flat for Rubber seal, size
J-Type rubber seal, 125mm
J-Type rubber seal corner, 125mm
M.S. washer
M.S. Nuts and Bolts 6mm dia x 37 mm length
Rubber bostic, 100 ml packet
C.I. Guide roller
Guide roller M.S. bracket
Guide roller M.S. shaft
M.S. guide channel
Fabricated G.I. Pipe 25mm for separator bolt
M.S. separator stud 25mm dia x 75mm length
M.S. screw shaft (60mm dia)
M.S. screw shaft pin, 19mm dia
Fabricated M.S. base plate, 600x600x10 mm
Fabricated M.S. tool plate, 300x300x10 mm
Fabricated M.S. lock plate, 300x300x6 mm
Fabricated M.S. tool post made of 75x75x6 mm angle
C.I. Boss 200mm (L) x 150mm (D)
H.D. thrust bearing 50mm dia
Lock plate separator made of M.S. pipe 15mm dia x 50mm
C.I. Grove pulley 250mm dia
C.I. Grove pulley 200mm dia
Pulley Pin
Fabricated pulley stand for fixing 250mm dia pulley
Fabricated pulley stand for fixing 200mm dia pulley
Steel wire rope 16mm dia (Tested quality)
U Clamp for 16mm dia wire rope
G.I. pipe 25mm for handle of Boss
C.I. Counter weight
Counter weight bolt 25mm x 600mm length
Counter weight fixing nut and bolt
G.I. thimble
M.S. Nuts and Bolts for tool post, lock plate and washer
L Bracket made of 10mm M.S. Plate for screw shaft
M.S. channel 200 x 75 mm for bottom channel
M.S. plate 6mm thick for anchoring
2nd stage concreting, Civil works for guide channel and bottom channel installation
M.S. supporting channe 3.5 x 1.2 x 4.00 M
M.S. channel 200 x 75 mm for top channel
M.S. cross channel 100 x 50 x4.7 mm
M.S. block sheet for plateform top 4mm
M.S. for ralling post 50 x 50 x 6 mm
M.S. angle for ladder 50 x 50 x 6 mm
G.I. pipe 25mm for railling
M.S. Nuts and Bolts (Assorted size)
M.S. washer (Assorted size)
Red Oxide Metal Primer
Synthetic Enamel Paint (P/.O. Red)
G.P. Thinner
White Paint
Black Paint
Welding cable 600 Amp
Gas Hose pipe (Red)
Gas Hose pipe (Green)
Welding Holder, 600 Amp
Welding Helmet
M.S. Electrodes, 8 SWG
M.S. Electrodes, 10 SWG
Acetylene Gas Cylinder
Oxygen Gas Cylinder
Cutting torch
Acetylene Regulator
Oxygen Regulator
Welding Glass (Black)
Welding Glass (White)
Welding Mask with Handle
Welding Gloves
Welding Googles
Steel wire brush
Mobile
H.S.D. Oil
Waste cotton
W.B. Grease
Painting Brush, 3"
Emery Paper
Hacksaw blade
Washing soap
Kerosene oil
Nylon rope, 25mm dia
Transportation of materials up to the work site
Febrication and Field painting
Overhead charge and contractor's profit
Erection of equipments
Marketing cost
Temporary jigs and fixtures
Cutting cost
M/S. M.P. AGARWALLA
NK AGARWALLA
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