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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 CrAccepted-AOC ASHOK PATH BELTOLA PO PS HATIGAON KAMRUP METRO PIN 781028 | KAMRUP METRO | ASSAM | 781028 | ₹5.7 Cr | L1 | Accepted-AOC Awarded as L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
| 4 | Rejected-Technical M D PATH NORTH HAIBORGAON P O HAIBORGAON DIST NAGAON ASSAM | - | - | Rejected-Technical Technically Not Qualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
Tender Value
₹6.8 Cr
EMD Value
₹13.5 L
Closing Date
9 Jan 2023, 2:00 pmClosed
The Commissioner, GMC
THE COMMISSIONER, GUWAHATI MUNICIPAL CORPORATION, 2nd Floor, STATFED Building,G.M.C.H. Road, Bhangagarh, Guwahati-781005
Construction of marginal embankment cum guide bund at Belortol Swacchata Kshetra along Pamohi river including Construction of Sluice Gate.
2022_GMC_28434_1
GER/MSWM(P)/03/2022/03 Date_17/12/2022
Open Tender
Civil Works
Item Rate
90 days
Guwahati
Please refer Bid Document
4 documents required · 4 mandatory
₹10,000
₹13.5 L
Yes
6 Mar 2023
26 Dec 2022
9 Jan 2023
26 Dec 2022
9 Jan 2023
2 Jan 2023
Medium Jungles: Clearing medium jungles and trees up to 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.
Clearing of deposited compact water hyacinth root and other aquatic plants from the bed of drains/channels including cutting, removing and stacking at places away from the bank etc. Complete with all lead and lift etc. complete as directed.
Construction of whole bamboo single palisading with matured Jati bamboo stacks 7.5cm to 100 mm dia.,15 cm clear apart 1.20m to 1.80m above ground and 1.00m to 1.20m below ground with Jati bamboo inclined struts fixed 1.2m to 1.5m apart tied with three rows of horizontal half Jati bamboo kamies with cane/wire of 16G to 18 G etc. complete as directed.
Serviceable empty cement bags.
Hire charge of 5 HP water pump with operator and excluding P.O.L
Labour charge for filling of empty cement bags to attain minimum filled up volume of 0.028 Cum with filled up size of 0.7m × 0.40m × 0.10m, laying and pitching of the 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. & upto 60m.
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 150mm 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
Earth work in embankment by technical means by truck carriage with locally available ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and filling in uniform layers not exceeding 25 cm thick including ploughing or roughening or benching the seats, removing all debries, breaking clods up to 4 cm cube, dressing as per design section and compaction in layers not exceeding 30 cm in thickness and core cutter soil test at every layer and every 500 m distance, etc. complete as directed
A. Compaction with vibratory roller of 80-100 kN capacit For initial Lead up to 1.00 Km for all lifts
B.For beyond initial 1 Km & up to 10.00 Km & for all lifts.
For beyond initial 10 Km & for all lifts
Turfing with grass sods of largest possible rectangles of 12 cm. minimum thickness placed closely including dressing earth pegging with Jati bamboo split, watering till the grass grows for a lead up to 90m and all lifts, etc. complete as directed.
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 including ramming dressing the seat and local carriage of materials up to a distance of 60 m complete as directed.
Collection and supply of River silt by truck carriage free from debries and other foreign material, etc. complete as directed. By manual Means.
A.For initial upto 1.00 Km & for all lifts.
B.For beyond initial 1 Km & upto 10.00 Km & for all lifts.
C.For beyond initial 10 Km & for all lifts.
Construction of temporary shed of two roof with mud plinth of 0.45 m height above ground level with Bhaluka bamboo post 1.5 m apart, driven at least 0.75 m below ground and height above plinth of 2.5m. Split Jatti bamboo/tarza wall 10 cm thick touch roofing over bamboo rua frame, placing at 0.15 m clear apart, fitted with bamboo kamies from binding doors and windows with Bamboo Chattai, strengthening with Bamboo frame binding with wire, roofing with TATA Shaktee roofing sheets etc., complete as directed.(Using Bhaluka Bamboo at the rate of 6.00 nos./Rm &Jati Bamboo at the rate of 61.00nos./Rm)
Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removalof stumps and other deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. V. Marshy soil
Fillling in foundation trenches as per drawing and technical specification Clause305.3.9 I Sand filling
Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
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 II P.C.C grade M 15, Nominal mix 1:2.5:5 (Hand mixing)
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (A) With crushed stone (I) R.C.C grade M 20 (i) For nominal mix 1:2:4(a) Height upto 5 M
Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form work for : 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent).
Reinforcement in Super Structure: Supplying, fitting and placing TMTconforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 20.1.3 500 mm dia piles
12 mm cement plaster of mix : 13.4.1 1:4 (1 cement: 4 coarse sand)
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. Granular material
Providing, driving with hydraulic piling rigs with power units andinstalling driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) 1) 400 mm dia piles
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (B)PCC Grade M20, Height upto 5m,
M.S. plate (Different size)
M.S. channel (Different size)
M.S. flat (50 x 6 ) mm for fixing rubber seal
J' type rubber seal 125 mm
Nuts & bolts ( assorted size )
M.S. washer ( assorted size )
M.S. Electrode 8.S W G
Red Oxide Primer
Antisol Red Oxide paint
Turpentine Oil
Steel wire brush
Painting brush 3"
J' type Rubber seal corner 125 mm
H.S. Diesel for Generator & Vehicle
Guide channel separator with nut on both end with tube of length 250 mm to 460 mm
Refilled Oxygen Gas
Refilled D A Gas
M.S. Angle (Different size)
M.S. Shaft ( Best Quality ) 50 mm dia
Thread cutting 2 TPI including fine finishing and making hole in one end as per direction.
C.I. Boss with internal thread cutting 2 TPI making groove for bearing slot for lock plate & 1.5" drill for providing handle as per direction for size : 125 mm x 150 mm
G.I. pipe for Boss handle & distant tube Size 25 mm
M.S. base Plate 300 x 300 x 10 mm
M.S. lock Plate 300 x 300 x 8 mm
H.D. Thrust ball bearing (best quality)ISI specified a)50 mm
H.D. Ball bearing, 65 mm dia
Clamp for lock plate
Hire charge of crane with capacity 8 tonne with operator excluding fuel & lubricant.
Hire charge of Crane with capacity 35 ton with operator excluding fuel & lubricant.
Casual labours for helping works of lifting and carrying sluice gate materials, other allied works etc. @ 8 nos for 10 days
Arc welding Holder 600 amps
Matured Jati Bamboo 75mm to 100mm dia and 6 m to 7 m long
Coir rope
Lubricating for generators and machineries
W B Grease
Waste cotton
First Aid Kit (comprising of items like Bandaid,detol100ml,iodin solution,antiseptic cream,scissor,cotton,bandage,burnol,spry etc complete)
Gas cutting hose pipe , 12 mm dia ( Red & Black )
Leather hand gloves
Arc welding mask
Gas cutting nozzle
Hacksaw blade 1.5" x 12 " ( double ended)
Nylon rope
Shaft pin with length up to 150 mm for the following diameters & 20mm dia
C.I pulley 16mm to 25mm dia with centre hole as per direction (m/c) finished 125mm
C.I pulley 16mm to 25mm dia with centre hole as per direction (m/c) finished 150 mm
Pulley stand made of 100 X 50mm channel for 150mm dia pulley
Pulley pin of dia 16mm
Steel wire rope(tested quality), 19mm dia
U clamp, 16mm size
CC Counter weight circular typ of around 1.5" thick with 25mm dia hole at the centre with weight of 100kg each or as per direction
Counter weight holder made of 20mm to 25mm dia rod length 0.5 to 0.8m
Emery paper
Fabrication & Supply of netting made 12mm MS Rod and 40X40X3mm MS angle to be fitted to trap garbages
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