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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 CrAccepted-Finance | ₹8.2 Cr | L1 | Accepted-Finance Qualified |
| 2 | L2₹7.6 Cr−₹61.8 L (7.50%)Rejected-Finance | ₹7.6 Cr−₹61.8 L (7.50%) | L2 | Rejected-Finance Financially not qualified |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
Tender Value
Refer Docs
EMD Value
₹20.3 L
Closing Date
9 Nov 2021, 12:00 pmClosed
Executive Engineer
O/o Executive Engineer, Capital Division-B, PWD, AP, Itanagar
Construction of RCC Bridge over Senkhi view river in between Police Colony and Economics and Statistics Complex (50.00 m Span).
2021_PWDAP_522_1
CDB/CCI/2020-21/01
Open Tender
Civil Works
Item Rate
730 days
Itanagar
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
EE, Capital Division-B, PWD, AP, Itanagar
₹20.3 L
Yes
Itanagar
19 Jan 2022
27 Oct 2021
29 Nov 2021
27 Oct 2021
9 Nov 2021
27 Oct 2021
5 Nov 2021
Amount
Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantl
A) By Mechanical Means/Reinforced cement concrete grade M-20 & above
B) Steel work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet./Including dismembering
Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials u
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.
Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,
Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 1
125 Micron Plythene (Providing and fixing 125 micro polythine over sub-base)
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exc
Plain/Reinforcedcementconcreteinopenfoundationcompleteasper drawing and technical specifications/PCC Grade M20
Earthwork in excavation of foundation trenches including filling up of the trenches and removal of surplus spoils after completion of foundation work, ramming, de-watering etc. as directed by the Engineer-in-Charge./Ordinary soil/ Depth above 6.00 mtr
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification/RCC M35 Grade/With Batching Plant, Transit Mixer and Concrete Pump
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications /RCC Grade M35/Height above 10m/With Batching Plant, Transit Mixer and Concrete Pump
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical sp
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification/Sandy material
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 materials/Deprh up to 3.00M
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications./RCC Grade M20/ Height upto 5m
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications/RCC Grade M20/ Height upto 5m
Centring and shuttering including strutting, propping etc and removal of form work for :a]Foundation, footings, bases of columns etc. and mass concrete.
b]Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Supply and fabrication of steel work at Fabricators workshop comprising of Main Girders, Cross Girders, Connecting plates, stringers, stiffening plates etc. from steel plates and structural steel of specified grades as per approved drawing including straightening, descaling, degreasing, cutting to size and shape, drilling, welding and grinding, supply of all MS / HTS shop or site bolts, nuts & washers, holding down bolts and nuts etc., trial assembling at workshop, one priming coat of shop paint with red lead paint conforming to IS-102 with all labour, material, cost of paints, consumables, stacking in protected condition etc complete as per specification and as directed by the Engineer in charge (Carriage cost from fabricator workshop to actual bridge site will be paid separately).
Taking delivery of fabricated steel work from stacks at site as necessary, assembling and erection at site as necessary, assembling and erection of fabricated steel structure to proper line, level and camber as per approved drawings complete in asll respect including transportation and handling supply of all fasteners. Painting of all exposed surfaces of steel work after erection with one coat of red lead conforming to IS-102 and two coats Aluminium paint to IS-2339, grouting of anchor bolts in position, including all labour, consumables, materials, machinery, tools and tackles complete as per specification and as directed by the Engineer in charge
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification /RCC/PSC Grade M35/Using Batching Plant, Transit Mixer and Concrete Pump/For solid slab super-structure, 18-28% of (a+b+c)/Height 5
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications
Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and
Elastomeric Slab Steel Expansion Joint (Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and s
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate spa
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
Drainage Spouts complete as per drawing and Technical specification
Gabian Structure for Retaining Earth (Providing and construction of a gabain structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @
Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulde
M/s Vivek Enterprises
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