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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.6 CrAccepted-AOC | ₹39.6 Cr Quoted ₹39.8 Cr | L1 | Accepted-AOC Ist Lowest Accept |
| 2 | L2₹40.2 CrRejected-Finance | ₹40.2 Cr | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical UNIT NO 1 10TH FLOOR VB CAPITAL SURVEY NO 209 CTS NO 2709 RANGE HILLS ROAD SHIVAJINAGAR PUNE | PUNE | PUNE | MAHARASHTRA | - | - | Rejected-Technical Sr doc no.13 and 33 are not clear |
| 4 | Rejected-Technical GAT NO 562 1 A SURLI ROAD KARMALA CHOWK TEMBHURNI TAL MADHA DIST SOLAPUR 413 211 | TEMBHURNI | SOLAPUR | MAHARASHTRA | 413211 | - | - | Rejected-Technical Sr Document no 27,33 and 41 are not clear |
| 5 | Rejected-Technical | - | - | Rejected-Technical doc Sr no.29,33 and 38 are not clear |
Tender Value
₹37.0 Cr
EMD Value
₹18.5 L
Closing Date
6 Aug 2021, 6:00 pmClosed
EXECUTIVE ENGINEER P.W.DN. AHMEDNAGAR
OFFICE OF EXECUTIVE ENGINEER P.W.DN. AHMEDNAGAR
Improvements to Arangaon Walaki Deulgaon Khandavi Bhose Ruigvahan Kuldharan Baradgaon Sudarik to SH-54 Road MDR.53 Km. 40/500 to 84/350 Tal. Karjat Dist. Ahmednagar.
2021_PWR_703407_1
Tender Notice No. 7/1 for 2021-22
Open Tender
Civil Works - Roads
730 days
AT KARJAT
Please refer Tender documents.
8 documents required · 8 mandatory
₹3,540
₹18.5 L
OFFICE OF CHIEF ENGINEER, P.W.REGION OFFICE NASHIK
17 Dec 2021
13 Jul 2021
9 Aug 2021
13 Jul 2021
6 Aug 2021
13 Jul 2021
29 Jul 2021
Amount
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 Millimetre, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 Millimetre in thickness.
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately excetra. complete.
Scarifying the existing granular road surface to a depth of 50 Millimetre and disposal of scarified material within all lifts and leads upto 1000 metres.
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 50metres. and spreading for embankment or stacking as directed.
Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50metres.and spreading for embankment or stacking as directed.
Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.
Excavation for catch / side water gutter in Hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed.
Excavation for catch / side water gutter in Soft rock strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed.
Excavation for catch / side water gutter in Hard rock strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed.
Providing earth work in embankment with approved materials obtained from other sources upto lead of 50metres. including all lifts, laying in layers of 20Centimetre. to 30Centimetre. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 percent of standard proctor density excetra. complete ( Material obtained from Other sources)
Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 metre, not less than 97 percent of standard Proctor density after laying them in layers of 20 Centimetre. to 30 Centimetre. with vibratory roller. Spec : Ministry of Road Transport & Highways 305
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, (optimum moisture content) carriage of mixed Material to work site, spreading in uniform layers with motor grader/ paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material
Wet Mix Macadam - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at Optimum Moisture Content in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver.
Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering excetra. 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 0.60 Kilogram/Square metre using mechanical means.
Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Granular surface treated with primer at 2.75 Kilogram/10 Square metre with (Viscosity grade 30 bulk Bitumen rates are considered to arrive at rates)
BITUMINIOUS MACADAM: Providing and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, 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 80/100 Millimetre compacted thickness with 3.3 percent using specified grade of Bitumen. -- USING Batch mix type hot mix plant with Supervisory control and data acquisition, Sensor Paver, vibratory roller.(Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates)
Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on Bituminous Top. surface 2.5 Kilogram/10 Square metre.(Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates)
BITUMINOUS CONCRETE:- Providing and laying bituminious concrete using crushed aggregates of grading 1, premixed with bituminious binder at the rate 5.20 percent 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 50 Millimetre compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with Supervisory control and data acquisition, Sensor Paver, Vibratory roller with stonee Dust filler. (Viscosity Grade -30 bulk bitumen rates are considered to arrive at rates)
Construction of dry lean cement concrete Subbase over a prepared subgrade with coarse and fine aggregate (VSI Grade finely washed crushed sand) conforming to Indian Standard: 383, the size of coarse aggregate not exceeding 25 Millimetre, cement content not to be less than 150 Kilogram/ Cubic metre, optimum moisture content to be determined during trial length construction, concrete strength Noumbert to be less than 10 Megapascal 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 Engineerincharge , compacting with vibratory roller, finishing, curing and including preparation of subgrade surface if required excetra. complete.
Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( VSI grade finely washed crushed sand) conforming to Indian Standard 383, using fine and coarse aggregates combined gradation as per Table 600-3 of Ministry of Road Transport & Highways Specification 2013, mixed in a batching and mixing plant/ not tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 at 0.6metres X 0.6metres centre to centre, admeasuring 80 Millimetre at bottom and 40 Millimetre at top with depth of 75Millimetre and maintaining the same throughout curing period by any other method approved by Engineer-in charge.
Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to Indian Standard 3395 : 1997 below concrete pavement including all materials and labour complete.
Providing and fixing in position Thermo Mechanicaly Treatment Ferrous 500, 32 Millimetre diameter dowel bars precoated with anticorrosive epoxy paint of required Diameter. 60 Centimetres. Long and at 30.00 Centimetre. Centre to centre and Polyvinylchloride pipe of 40 Millimetre diameter wherever directed including handling, straightening, necessary cutting supported by Thermo Mechanicaly Treatment Ferrous 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed excetra. complete.
Providing and fixing in position Thermo Mechanicaly Treatment Ferrous500, tie bars precoated with anticorrosive epoxy paint of 12 Millimetre diameter. 70 Centimetres.long and at 30.00 Centimetre. centre to centre and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of Thermo Mechanicaly Treatment Ferrous 500, chairs with proper alignment excetra. complete.
Cutting transverse contraction joints 3 to 4 Millimetre wide and depth 60Millimetre. in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab excetra. complete including subsequent widening of the groove 8 to 10 Millimetre. wide at top having depth of 15 Millimetre. as directed by Engineer incharge.
Providing to contraction joints polysuphide sealent (Pouring grade) confirming to British standards : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25percent larger than the initial 3 Millimetre.to 4 Millimetre. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 Millimetre. deep X 8 Millimetre.wide)
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 Millimetre thick including reflectorizing glass beads at 250 gram per square metre area, thickness of 2.5 Millimetre is exclusive of surface applied glass beads as per Indian road congress:35 .The finished surface to be level, uniform and free from streaks and holes.complete.
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 Kilogram tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of Ministry of Road Transport & Highways circular number RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 Millimetre, 100 Millimetre and 102 +/- 2 Millimetre and with minimum reflective area of 13 SqCentimetre on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 Millimetre and height not less than 30+/- 2 Millimetre) from the body is to be a minimum value of 500 Kilogram. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recoMillimetreendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.
Providing and fixing Reinforced Cement Concrete 5th Kilometre stones, as per Indian road congress standard including fixing in standard size in cement concrete 1:4:8 block including curing, painting, lettering etc. complete.
Providing & fixing Reinforced Cement Concrete. 1:2:4 ordinary kilometre stones as per Indian Road Congress standard including fixing in standard size in cement concrete 1:4:8 block including curing, painting, lettering excetra complete.
Providing and fixing Reinforced Cement Concrete. 200 metre stones as per Indian road congress. standard including fixing in standard size cement concrete.1:4:8 block including curing, painting lettering excetra. complete.
Providing and fixing Mandatory/Regulatory sign boards in circular shape of 600 Millimetre dia made out of 1.5Millimetre aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity microprismatic grade sheeting HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per Indian road congress:672012 Table No 8.3 supported with back support frame 25 milimetre x 25 milimeter x 3 milimetre duly painted on back side with gray stove enamal paint and supported on one no. of M. S. angle iron post of size 65 Millimetre X 65 Millimetre X 6 Millimetre, 3.45 metres long, duly painted with with flat oil paint having alternate black and white bands of 25 Centimetre width including G.I. fixtures excetra; fixing the boards in M25 grade concrete block of size 60 Centimetre X 60 Centimetre X 75 Centimetre including transportation excetra; complete. Class B ( Type IV High intensity microprismatic grade sheeting HIP) shall have 7 years written warranty from the manufacturer & authorised distributor/convertor issued for field performance including the screen printed areas and cutout sheeting and cutout 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 600 Millimetre made out of 1.5Millimetre aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity microprismatic grade sheetingHIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per Indian road congress:672012 Table No 8.3 supported with back support frame 25 millimetre x 25 millimetre x 3 millimetre duly painted on back side with gray stone enamal paint and supported on one no. of M. S. angle iron post of size 65 Millimetre X 65 Millimetre X 6 Millimetre, 3.45 metres long, duly painted with with flat oil paint having alternate black and white bands of 25 Centimetre width including Galvanised iron. fixtures excetra; fixing the boards in M 25 grade concrete block of size 60Centimetre X 60Centimetre X 75Centimetre including transportation excetra; complete. Class B ( Type IV High intensity microprismatic grade sheeting HIP) shall have 7 years written warranty from the manufacturer & authorised distributor/convertor issued for field performance including the screen printed areas and cutout sheeting and cutout 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 of retro- reflectorised informatory sign board rectangular/Square in shape having area greater than 0.9 square meter made out of 4Millimetre 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 Indian road congress:67-2012 Table No 8.3, supported with back support frame 25Millimetre x 25Millimetre x 3Millimetre, duly painted on back side with two coats of grey stove enamel paint and supported on two no. mild steel angle iron post 75 Millimetre x 75 Millimetre x 6 Millimetre, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 Centimetre x 45 Centimetre x 60 Centimetre, 60 Centimetre 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 Centimetre width including GI fixures and transportation excetra.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting 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 contractor/supplier.
Providing and fixing steel pipe delineators of 10 Centimetre. in diameter and total height of 130 Centimetre, provided with 2 strips of white retroreflective sheeting of size 5 Centimetre. x 32.5 Centimetre. each fixed horizontally and 2 strips of red retroreflective sheeting each having size 5 Centimetre. x 32.5 Centimetre. fixed horizontally at top, with Mild Steel. round cap having diameter 11 Centimetre. and wire mesh at top (10 guage thick) and height of wire mesh 15 Centimetre, Mild Steel. hold fast 6 Millimetre thick with 35 Centimetre. in length, fixing the delineators in Cement Concrete. 1:4:8 concrete block of size 25 Centimetre. x 25 Centimetre. x 45 Centimetre. with necessary excavation excetra. complete.
Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 Centimetre high above ground level, painted black and white in 15 Centimetre wide strips, fitted with 80x100Millimetre rectangular or 75 Millimetre dia. circular reflectorised panels at the top, buried or pressed into the ground and confirming to Indian road congress. 79 and the drawings
Providing and fixing informatory sign boards of size 60 Centimetre x 80 Centimetre made out of 14 guage Aluminum sheet bonded with Indian road congress Specified colour of retro reflective sheeting of Type IV High Intensity Micro- Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, Indian road congress Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in Indian road congress Specified colour bacKilogramround including Mild steel. angle iron post of size 65 Millimetre X 65 Millimetre X 6 Millimetre, 3.65 metres long, duly painted with flat oil paint having alternate black and white bands of 25 Centimetre width including Galvanised iron. fixtures excetra; fixing the boards in 1:4:8 concrete block of size 60Centimetre X 60Centimetre X 75Centimetre including transportation excetra; complete. Alluminium sheet Type IV High Intensity Micro-Prismatic Grade Sheeting
Providing and fixing National Highway ./ State Highway. Route Marker size 60 Centimetre x 45 Centimetre with one No. direction plate of size 30 Centimetre x 25 Centimetre prepared on 16 guage Alluminium sheet including Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, Indian road congress Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in Indian road congress Specified colour bacKilogramround, including one number of Mild Steel. Angle iron post of size 50 x 50 x 5 Millimetre of 3.65 m. long inflated at bottom drilled on top in one piece without joint painted with white and black bands of 30 Centimetre. fixing board and post with 4 Numbers. of high strength Galvanised iron. bolts and nuts of size 10 Millimetre diameter and 20 Millimetre long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 Centimetre x 60 Centimetre x 75 Centimetre size as directed by Engineer-incharge excetra. complete. Alluminium sheet Type IV High Intensity Micro- Prismatic Grade Sheeting
Providing and fixing informatory sign boards of size 0.90 metres x 0.60 metres made out of 14 guage Aluminum sheet bonded with Indian road congress Specified colour of retro reflective sheeting of Type IV High Intensity Micro- Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, Indian road congress Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in Indian road congress Specified colour bacKilogramround including on frame of with angle iron frame of size 35 x 35 x 5 Millimetre and two Mild.Steel. angle iron post of size 65 Millimetre X 65 Millimetre X 6 Millimetre, 3.65 metres long, duly painted with flat oil paint having alternate black and white bands of 25 Centimetre width including Galvanised Iron. fixtures excetra; fixing the boards in 1:4:8 concrete block of size 60Centimetre X 60Centimetre X 75Centimetre including transportation excetra; complete. Alluminium sheet Type IV High Intensity Micro-Prismatic Grade Sheeting
Metal Beam Crash Barrier Type A, W : Metal Beam Crash Barrier (Providing and erecting a "W "metal beam crash barrier comprising of 3 Millimetre thick corrugated sheet metal beam rail, 70 Centimetre above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 Millimetre spaced 2 metres centre to centre,1.8 metres high, 1.1 metres below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to Indian Standard:1367 and Indian Standard:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 Millimetre, 330 Millimetre long complete as per clause 810)
Providing and laying cement concrete pipe of Indian Standard 458 : 2003 Non Pressure-2 class of 600 Millimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing excetra. complete.
Providing and Laying cement concrete pipe of Indian Standard. 458:2003 Non Pressure 3 class of 900 millimetre diameter in proper line, level & slope excetra. complete.
Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metres. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra. complete. (Lift upto 1.5 metres.) By Mechanical Mean
Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra. complete. (Lift upto 1.5metres.) By Mechanical Mean
Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting excetra. complete (lift upto 1.5metres) By Mechanical Mean
Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including filling voids with sand/grit and compaction excetra complete.
Providing and laying in situ / ready mix cement concrete of M15 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing excetra. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)) with Supervisory control and data acquisition with Natural / VSI standard Artificial Sand)
Providing and laying cement concrete pipe of Indian Standard 458:2003 Non Pressure-4 class of 1000 Millimetre diameter in proper line, level and slope excetra complete.
Providing and laying cement concrete pipe of Indian Standard 458:2003 Non Pressure-4 class of 1200 Millimetre diameter in proper line, level and slope excetra complete.
Providing cast in situ / ready mix M20 grade cement concrete for head walls of Cross Drainage work / retaining walls excetra. including necessary form work, compaction, finishing and curing excetra. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with Supervisory control and data acquisition
Providing, cutting, bending, hooking, tying and laying in position Thermo Mechanical Treatment Ferrous 500 steel bars for reinforcement for all Reinforced Cement Concrete works as per detailed drawings excetra. complete.
Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts excetra.
Removing Non pressure -2 and Non pressure-3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900Millimetre dia. excetra complete.
Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed excetra. complete. ( By Mechanical Means )
Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed excetra. complete.
Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed excetra. complete.
Dewatering on Brake horse power (BHP) basis by using water pump including diversion of stream, providing cofferdams, earthern bunds excetra. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 Brake horse power pump excetra. complete. (prior approval of Superintending Engineer will be necessary)
Providing and laying in situ / ready mix M-25 controlled reinforced cement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finish curing excetra. complete. concrete batch mix plant / pan mixer with fine agreegates of required specifications (VSI sand finely washed excetra)excetra. complete. (excluding reinforcement). a) Reinforced Cement Concrete Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) .
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, finish curing excetra. complete. concrete batch mix plant / pan mixer with fine agreegates of required specifications (VSI sand finely washed excetra) excetra. complete. (excluding reinforcement). a) Reinforced Cement Concrete Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) .
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 excetra. 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 Centimetre 1:3 excetra. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 metres in following manners (a) Height upto 5 metres. (With Concrete Mixer)With fine agreegates of required specifications (Natural sand / VSI sand finely washed excetra ) i) Height up to 5 metres, normal rate. ii) Height 5 to 7.50 metres, add 5 percent extra over basic rate. iii) Height 7.50 to 10 metres, 7.50 percent extra. iv) Over 10 metres Height, add 10 percent extra for every 2.50metres rise.
Providing and laying in situ / ready mix M-30 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings excetra. 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 Cement mortar 1:3 excetra. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 metre in following manners (a) Height upto 5 Metre. (With Concrete Mixer)With fine agreegates of required specifications (Natural sand / VSI sand finely washed excetra ) i) Height up to 5 metre, normal rate. ii) Height 5 to 7.50 metre, add 5 percent extra over basic rate. iii) Height 7.50 to 10 metre, 7.50 percent extra. iv) Over 10 metre Height, add 10 percent extra for every 2.50metre rise.
Providing and laying in situ / ready mix M-25 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete work in solid/ deck slab excetra. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement excetra. complete. (with fully automatic micro processor based PLC with Supervisory control and data acquisition enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications (Natural sand / VSI sand finely washed excetra ) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise.
Providing and laying in situ / ready mix M-30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete work in solid/ deck slab excetra. including ramming vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement excetra. complete. (with fully automatic micro processor based Programmable Logic Controller with Supervisory control and data acquisition enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications (Natural sand / VSI sand finely washed excetra ) i) Height up to 5 metres, normal rate. ii) Height 5 to 7.50metres, add 5 percent extra over basic rate. iii) Height 7.50 to 10 metres, 7.50 percent extra. iv) Over 10 metres Height, add 10 percent extra for every 2.50metres rise.
Construction of precast Reinforced Cement Concrete railing of M30 Grade, aggregate size not exceeding 12 Millimetre, true to line and grade, tolerance of vertical Reinforced Cement Concrete post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 Millimetre, leaving adequate space between vertical post for expansion as per approved drawings and technical specifications excetra. complete.
Providing and laying in situ / ready mix M-20 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings excetra. 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 Cement morter 1:3 excetra. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in following manners (a) Height upto 5 metres. (With Concrete Mixer)With fine agreegates of required specifications (Natural sand / VSI sand finely washed excetra ) i) Height up to 5 metres, normal rate. ii) Height 5 to 7.50 metres, add 5 percent extra over basic rate. iii) Height 7.50 to 10 metres, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50metres rise.
Providing and filling annular space around footing in rock by using concrete of M15 grade excetra. complete.
Providing and laying in situ / ready mix controlled M-20 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in Cement mortar 1:3 and curing excetra complete ( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates of required specifications (Natural sand / VSI sand finely washed excetra )
Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller excetra. complete.
Providing 100Millimetre diameter Galvanised Iron water spouts as per detailed drawings in Reinforced Cement Concrete slab and wearing surface / kerb excetra. complete.
Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of Ministry of Road Transport & Highways specifications to a thickness of not less than 600 Millimetre with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications excetra. complete.
Providing and laying weep holes of 100 Millimetre diameter Poly Vinyl Chloride pipes as per drawing for abutment returns, return walls excetra. Complete.
Providing expansion joints with 25Millimetre thick bituminous pad as per detailed drawings excetra. complete.
Providing tar paper bearing including laying in proper position excetra. complete.
RAJ PATH INFRACON PVT LTD
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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