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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 CrAccepted-AOC | ₹10.0 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹10.9 CrRejected-Finance | ₹10.9 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹13.3 CrRejected-Finance | ₹13.3 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹13.4 CrRejected-Finance | ₹13.4 Cr | L4 | Rejected-Finance L4 |
Tender Value
₹11.6 Cr
EMD Value
₹5.8 L
Closing Date
15 Jan 2018, 4:00 pmClosed
City Engineer
City Engineer, 3rd floor, Thane Municipal Corporation, Thane, Gen. Arunkumar Vaidya Marg, Panchpakhadi, Thane (West).
Widening and Construction of Wagle main Road From modela junction to ITI Junction.
2017_TMC_263666_1
TMC/PRO/PWD-HQ/1042/2017-18
Open Tender
Civil Works
545 days
TMC Thane
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
via Net Banking
₹5.8 L
Yes
the office of City Engineer
1 Feb 2021
19 Dec 2017
16 Jan 2018
19 Dec 2017
15 Jan 2018
19 Dec 2017
26 Dec 2017
Amount
Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading or stacking as directed.
Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.
Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.
Providing and laying wedge shear elemental layer (WSEL) by using rubble stone of size 15 to 20 cm thick in single layer of 230 mm including packing the same with 20 mm to 40 mm thick aggregates ( normal size) and using stone powder of 40 mm to 50 mm thick on surface and watering & compacting by vibratory roller confirming layer thickness of minimum 200 mm and as directed by Engineer - in - charge etc complete.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading II (Using Screening Type B (11.2 mm) Aggregate)
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, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer- in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete.
Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means.
DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of grading 2, premixed with bituminous binder VG-30 Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 50/75 mm compacted thickness .USING 80 TPH Batch mix type hot mix plant with SCADA, Sensor Paver, Intelligent Compactor with compaction analyzer and V-Sat attachment with Stone Dust filler.
BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 2, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 30/40 mm compacted thickness with VG-30 Bitumen,Excluding prime / tack coat. For Bitumen VG-30 bulk -- USING 80 TPH Batch mix type hot mix plant with SCADA, Sensor Paver, Intelligent Compactor with compaction analyzer and V-Sat attachment with Stone Dust filler
Providing and laying 6 mm thick mastic asphalt. wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005 cum per 10 Sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm- to 4mm over mastic surface, all complete as per clause 516.
Providing and fixing cast in situ parabolic central divider of M-20 grade and applying 2 coats of flat oil paint etc. complete. ( 0.3 mX 0.15 m X 1.22 m ht)
Providing , supplying and fixing Precast parabolic central divider of M-25 grade and applying 2 coats of flat oil paint etc. complete.
Providing & fixing kerb stones 30 cm to 40 cm long, 15cm wide, 38cm deep medium dressed in all exposed surfaces, set in cement mortar 1:2 on a 15cm thick & 25cm wide M-100 (1:3:6) C. C. bed including filling the joints with 1:2 C. M. pointing, curing etc. complete.(in M-25 grade)
P/F Precast C.C. M-20 water tables 30 centimetre wide and 10 centimetre thick on a M10 cement concrete bed 15 centimetre thick including filling in thee joints with cement mortar 1:2 cement pointing,curing etc. complete,as specified and as directed.
Removing & resetting Kerb stones 30 cm to 40 cm long, 15cm wide, 38cm deep medium dressed in all exposed surfaces, set in cement mortar 1:2 on a 15cm thick & 25cm wide M-100 (1:3:6) C. C. bed including filling the joints with 1:2 C. M. pointing, curing etc. complete.(in M-25 grade)
Removing & resetting water table 30 centimetre wide and 10 centimetre thick on a M10 cement concrete bed 15 centimetre thick including filling in thee joints with cement mortar 1:2 cement pointing,curing etc. complete,as specified and as directed.
Providing and laying R.C.C. runner beams in M40 cement concrete of width 23cm & depth 30 cm with 12mm m.s. main bars 4nos.6mmdia.m.s.rings at 15cm c/c and 12mm dia anchors at 50cm c/c to be anchored in sleeper slab properly,completed as specified and as per drawing ,including curing etc.--- complete.(Steel will not be paid separately)
Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100MM thick in M-40 grade of approved size and shape for City streets and roads with high volume/ heavy traffice as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete.
Providing and Laying in trenches medium grade ISI mark GI pipes with necessary fittings including necessary excavation trench filling applying anti-corrosive paint and two coats of oil paint etc.complete. - 15 mm. Dia.
Providing and Laying in trenches medium grade ISI mark GI pipes with necessary fittings including necessary excavation trench filling applying anti-corrosive paint and two coats of oil paint etc.complete. - 20mm dia
Providing and laying 225 mm dia.salt glazed stone ware pipes including fitting such as bents tees single junction,double junction,laying,jointing (including excavation and refilling the trenches.) complete.
Removing from site excavated material lead a) upto 7 Kms.etc.as directed.
Removing from site excavated material lead b) upto 10 Kms.etc.as directed.
Raising and lowering circular manholes to the required levels upto 40cm including all material form work etc.with 20cm thick cement concrete M350 cement concrete coping under frame and cover of manhole including curing etc. complete as specified and as directed.
Raising and lowering rectangular manholes to required levels upto 40cm including all material form work etc.with 20cm thick cement concrete M350 cement concrete coping under frame and cover of manhole including curing etc. complete as specified and as directed.
Providing and Laying in trenches medium grade ISI mark GI pipes with necessary fittings including necessary excavation trench filling applying anti-corrosive paint and two coats of oil paint etc.complete. - 25mm dia
Providing and laying concrete pipes of I.S.NP. class of --------- diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. 100 mm
Providing and laying 150 mm dia.salt glazed stone ware pipes including fitting such as bents tees single junction,double junction,laying,jointing (including excavation and refilling the trenches.) complete.
Green Cutting of construction & dummy joints of concrete grade M 40 and above (UTWT) pavement by mechanical means within 10 to 12 hrs after casting of bay / slab upto 1/3 rd depth of pavement and 5 to 6 mm wide as directed
Sealing of M-35 & above new C.C. pavement dummy, transverse, longitudinal joints with hot rubberised sealing compound confirming to IS 1834-1984 after proper cleaning with compressed air, applying required primer & providing a layer of lime powder over hot sealing compound as directed. Sealing 5mm - 6 mm wide & avg. depth of 40 mm transverse & longitudinal joints
Dismantling Reinforced cement concrete work including breaking concrete by chiselling, wedging etc. including cutting reinforcement,stacking the serviceable materials and debris separately upto a distance of 50m or spreading etc. complete.
Providing dry trap rubble stone soling 15-20cm thk including hand packing & compacting etc. complete.using 80mm metal
Providing and laying in situ / ready mix M-30 controlled reinforced cement concrete of trap metal for Raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand) etc. complete. (excluding reinforcement). a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) .
Providing and laying in position semi half round pipe embedded in M-20 concrete etc. complete
Providing and laying in situ / ready mix M30 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand)
Providing and laying in situ / ready mix M30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and Natural / VSI standard Artificial Sand) i) Height up to 5 m, normal rate. ii) Depth 5 to 10 m, add 30 percent extra. iii) Depth 10 to 15 m, add 40 percent extra. iv) Depth 15 to 20 m, add 60 percent extra. v) Depth 20 m and above, add 100 percent extra.
Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
Providing and laying in trenches 50mm dai. CPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.
Providing, laying and fixing exterior grade laquered coated tiles for Flooring of approved colour and design in plan / designed pattern on a bed of 1:4 cement mortar including cement float ,filling joints with neat cement slurry ,curing, polishing and cleaning etc. complete. For flooring.
Providing and fixing in position Steel fibre reinforced concrete (SFRC) frame and covers of approved make including loading, unloading transportation all taxes etc. complete as directed by Engineer in charge ( 20 tonnes capacity) Size 90 X 60 cm )
Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete.
Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete
Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and watering etc.complete.
Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in superstructure including racking out joints when plastering is to be done / striking joints when no plastering is to be done on inside watering and scaffolding etc.complete.
Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.
Providing internal cement plaster 20mm. thick in two coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete.
Providing and laying ceramic tiles having size 30 cm. x 60 cm. confirming to corresponding I.S. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete.
Removing from site excavated material lead a) upto 7 Kms.etc.as directed.
Drilling of Borewell upto 300 ft and Installation of 5 HP Submersible Pump
Installing And Assembling Drip Irrigation System
Providing and laying in trenches 15 mm dia.heavy grade having embossed as ISI Mark galvanised iron pipes of 1.48 kg/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.
Providing and laying in trenches 20 mm dai. CPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.
Providing and laying in trenches 25 mm dai. CPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.
Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600 mm made out of 1.5mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. ClassC ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut- out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.
Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 900 mm out of 2mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the
Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of 2mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class C ( Type XI Micro prismatic grade sheeting) sheeting shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for
Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area greater than 0.9 square meter made out of 4mm aluminum composite material ( ACM) sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on two no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class C ( Type XI Micro prismatic grade sheeting) sheeting shall have 10 years written warranty from the manufacturer and authorised
Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete.
Removing rich mix cement concrete including stacking the spoils as directed with lead and lift etc complete.
Removing cement tiles or marble or polished shahabad floor or dado without bed concrete including stackin the materials as directed with all leads, lifts etc.
Dismantking brick masonry in lime or cement including stacking the spoils as directed with lead and lift etc complete.
Dismantking stone masonry in mud and stacking the material as directed with lead and lift etc complete.
Excavation for foundation/pipe treches in ash muddy/ marshy/ slushy/soil incld. Use of poclain, labour for dewatering during execution incld. Removing the excavated material upto a distance of 50 m & lifts as below, stacking & spreading as directed, preparing the bed by cleaning the mud, labour required for excluding backfilling etc. complete. Providing & fixing shuttering shall be paid separately.
Providing and fixing in position Steel fibre reinforced concrete (SFRC) frame and covers of approved make including loading, unloading transportation all taxes etc. complete as directed by Engineer in charge ( 20 tonnes capacity) 90X 60 cm size
60X 60 cm size
60 X 45 cm size
Providing and constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140 kg with frame etc complete.
Providing and laying Cast in situ/Ready Mix cement concrete M 25 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork ,cover blocks, laying/pumping, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand
Providing and laying in situ / ready mix M-25 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners (a) Height upto 5 M. (With Concrete Mixer)With Natural / VSI standard Artificial Sand ( A) Depth to 10 m percent extra for rate ( B ) Depth upto 15 m Add 40 percent extra for rate ( C ) Depth upto 20 m Add 60 percent extra for rate ( D ) Depth upto 20 m Add 100 percent extra for rate
Providing and applying one coat of flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete.
Providing railing of mild steel angle post 2M center to center of section 75mm x 75mm x 10mm or equivalent I/ channel section of height 1.05 above bridge surface with minimum anchor length of 30cm including hold fast of 25mm dia. M.S. bar welded at the bottom and concreting of 1:3:6 of size 30cm x 30cm x 30cm with three rows of 40mm B class G.I. pipe provided at 30 on center to center including scaffolding and with one coat of anticorrosive paint and over it two coats of oil painting, curing of concrete etc. complete.
Supply of excavator cum loader machine (like JCB machine) etc complete for 8 Hours
Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW ,taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line , encroachments, structures etc. connecting all the primary total station control points by G.I.S.Bench marks level or whichever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain New Alignment
Green Cutting of construction & dummy joints of concrete grade M 40 and above (UTWT) pavement by mechanical means within 10 to 12 hrs after casting of bay / slab upto 1/3 rd depth of pavement and 5 to 6 mm wide as directed
Sealing of M-35 & above new C.C. pavement dummy, transverse, longitudinal joints with hot rubberised sealing compound confirming to IS 1834-1984 after proper cleaning with compressed air, applying required primer & providing a layer of lime powder over hot sealing compound as directed. Sealing 5mm - 6 mm wide & avg. depth of 40 mm transverse & longitudinal joints
Tree Plantation
Metal I -Water absorption, Specific Gravity, Impact Value/Crushing Value
Metal I- Sieve Analysis
Metal I -Abrasion Value
Metal I- Flakiness Index & Elongation Index
Metal I- Stripping Value (for Bituminous work)
Bricks- Water Absorption(Set of 5 Bricks), Compressive Strength(Set of Brick), Efflorescence
Concrete- Concrete Mix Design (with all tests on basic materials
Concrete- Permeability Test
Taking of Core samples in concrete pavement (Excluding Dead Journy Charges)
Wedge Shear Elelment Layer (Stone/Rubble)- Crushing Value/Compressive, Water absorption & Specific Gravity
Bitumen- Penestration,Softening Point,Flesh & Fire Point, Specific Gravity
Viscosity
Ductility/ Elastic Recovery
Extraction and Sieve Analysis of Bituminous mix (For BM/DBM/AC) (2 samples of extraction for one sieve analysis including extraction)
Water- PH Value, Sulphate & Chloride Content
G.I. Pipes- Weight per running meter, Diameter of pipe & wall thickness of pipe
Weight of Zinc coating per sq.m.
P.V.C. Pipes- Weight per running meter, Diameter of pipe & wall thickness of pipe
Steel Bar Testing- upto 16mm (Set of 3 Bars) (tensile strength, %, Elongation, Yield Stress, Weight-Per Meter, Bend/Rebend Test, Proof Stress.)- 8mm (Set of 3 Bars)
Non-Destructive Test- Rebound Hammer Test
Concrete -Compressive Strength of C.C.Cube(Set of 3 Cubes) Concrete- M-60
Bitcon India Infrastructure Developers Pvt Ltd
AIC Infrastructure
shree krishna construction
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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