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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.6 CrAccepted-Finance B 4 RIDDHI PARK TILAKWADI CORNER SHARANPUR ROAD NASHIK | NASHIK | NASHIK | MAHARASHTRA | ₹14.6 Cr | L1 | Accepted-Finance Accepted |
| 2 | L2₹15.5 CrRejected-Finance | ₹15.5 Cr | L2 | Rejected-Finance Rejected |
| 3 | L3₹15.6 CrRejected-Finance | ₹15.6 Cr | L3 | Rejected-Finance Rejected |
| 4 | L4₹15.8 CrRejected-Finance NULL | ₹15.8 Cr | L4 | Rejected-Finance Rejected |
| 5 | L5₹16.4 CrRejected-Finance FLAT NO 50 SASTANGA COLONY GONDUR ROAD NEAR BSNL OFFICE DHULE DEVPUR DHULE | DHULE | DHULE | MAHARASHTRA | ₹16.4 Cr | L5 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | A S Sonje Associates L2 | F C RODRIGUES LLP L6 | M/S M T PATIL BUILDERS AND CONTRACTORS PVT LTD L4 | M/s N K Varma L8 | FORCON INFRA PVT. LTD. L7 | Compact Builders and Developers Private Limited L1 | RAJ INFRA BUILD L3 | SBD INFRA-TECH PRIVATE LIMITED L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . | 19,426 | Square Metre | 3.89 ₹75,567.14 | 4.04 ₹78,481.04 | 3.73 ₹72,458.98 | 4.2 ₹81,589.20 | 4.49 ₹87,222.74 | 10 ₹1.9 L | 3.64 ₹70,710.64 | 4 ₹77,704 |
| 2.00 | 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 50 metre and spreading for embankment or stacking as directed. | 30,453.27 | Cubic Metre | 115.57 ₹35.2 L | 120.19 ₹36.6 L | 107.72 ₹32.8 L | 125 ₹38.1 L | 133.54 ₹40.7 L | 150 ₹45.7 L | 110 ₹33.5 L | 119 ₹36.2 L |
| 3.00 | 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. | 15,147 | Cubic Metre | 115.57 ₹17.5 L | 120.19 ₹18.2 L | 105.87 ₹16.0 L | 125 ₹18.9 L | 133.54 ₹20.2 L | 140 ₹21.2 L | 110 ₹16.7 L | 119 ₹18.0 L |
| 4.00 | 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. | 1,683 | Cubic Metre | 202.01 ₹3.4 L | 210.08 ₹3.5 L | 187.8 ₹3.2 L | 218.4 ₹3.7 L | 233.41 ₹3.9 L | 250 ₹4.2 L | 189.28 ₹3.2 L | 208 ₹3.5 L |
| 5.00 | Excavation for roadway in hard murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50metre and spreading for embankment or stacking as directed. | 9,574.46 | Cubic Metre | 135 ₹12.9 L | 140.39 ₹13.4 L | 125.44 ₹12.0 L | 145.9 ₹14.0 L | 155.98 ₹14.9 L | 175 ₹16.8 L | 126.49 ₹12.1 L | 139 ₹13.3 L |
| 6.00 | 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 50metre and spreading or stacking as directed. | 4,650.08 | Cubic Metre | 171.9 ₹8.0 L | 178.77 ₹8.3 L | 160.65 ₹7.5 L | 185.8 ₹8.6 L | 198.62 ₹9.2 L | 190 ₹8.8 L | 161.07 ₹7.5 L | 177 ₹8.2 L |
| 7.00 | Excavation for roadway in hard rock by controlled blasting including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stocking as directed. | 4,650.08 | Cubic Metre | 242.8 ₹11.3 L | 252.5 ₹11.7 L | 225.55 ₹10.5 L | 262.5 ₹12.2 L | 280.54 ₹13.0 L | 320 ₹14.9 L | 227.5 ₹10.6 L | 250 ₹11.6 L |
| 8.00 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 meter, not less than 97 % of standard Proctor density after laying them in layers of 20 centimeter to 30 centimeter with vibratory roller. | 26,150.83 | Cubic Metre | 88.38 ₹23.1 L | 91.91 ₹24.0 L | 82.86 ₹21.7 L | 95.5 ₹25.0 L | 102.12 ₹26.7 L | 85 ₹22.2 L | 82.81 ₹21.7 L | 91 ₹23.8 L |
| 9.00 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metre including all lifts, laying in layers of 20 centimeter to 30 centimeter 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 % of standard proctor density etc. complete ( Material obtained from Other sources) | 5,977.82 | Cubic Metre | 947.88 ₹56.7 L | 986.75 ₹59.0 L | 925.76 ₹55.3 L | 1,263.2 ₹75.5 L | 1,095.2 ₹65.5 L | 580 ₹34.7 L | 840 ₹50.2 L | 976.98 ₹58.4 L |
| 10.00 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | 8,068.97 | Cubic Metre | 635.16 ₹51.3 L | 661.53 ₹53.4 L | 591.04 ₹47.7 L | 925.1 ₹74.6 L | 733.88 ₹59.2 L | 380 ₹30.7 L | 560.4 ₹45.2 L | 654.98 ₹52.9 L |
Updated dates
Tender Value
₹16.4 Cr
EMD Value
₹8.5 L
Closing Date
13 Jan 2026, 5:00 pmClosed
Executive Engineer, Public Works Division (North),
Executive Engineer, Public Works Division, (North) Nashik, Green Building First Floor, Untawadi Road, Nashik, Tal. Dist. Nashik ,Tel. No.- 0253-2576249
A) Improvemets of Sapgaon parking lot to Shirasgaon Phata Dhumodi Ganeshgaon Waghera MDR 195 ODR-124 km.0/00 to 5/500 Road improvement Tal. Trimbakeshwar Dist. Nashik B) . Improvements of the road from SH-30 to Pimpald Trimbakeshwar Brahmanwade Maleg
2025_PWR_1250077_3
E_tender_Notice_no. 20 for 2025-26
Open Tender
Civil Works
365 days
Trimbakeshwar
Please refer Tender documents.
7 documents required · 7 mandatory
₹3,540
₹8.5 L
Office of the Chief Engineer, Public Works Region,
17 Mar 2026
5 Jan 2026
14 Jan 2026
5 Jan 2026
13 Jan 2026
5 Jan 2026
8 Jan 2026
Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area .
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 50 metre 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 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 roadway in hard murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50metre and spreading for embankment or stacking as directed.
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 50metre and spreading or stacking as directed.
Excavation for roadway in hard rock by controlled blasting including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stocking as directed.
Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 meter, not less than 97 % of standard Proctor density after laying them in layers of 20 centimeter to 30 centimeter with vibratory roller.
Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metre including all lifts, laying in layers of 20 centimeter to 30 centimeter 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 % of standard proctor density etc. complete ( Material obtained from Other sources)
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 etc. complete.
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401-- Plant Mix Method and Grading - III Material
Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC 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.
Providing and laying White Topping as per Indian Road Congress-SP 76-2015 over bituminous surface (Existing bituminous surface preparation to be done if necessary either by milling or levelling course with Bituminous Macadam/Dry Lean Cement to correct surface profile and to be paid separately) with unreinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement (OPC 43/OPC 53-Grade) at 357kilogram per cubic meter and 105 kilograms of Fly Ash (Replacement of Fly Ash to the extent of 15% and Fine aggregate by 10%) coarse aggregate, fine aggregate and Admixture confirming to Indian Standards 9130-1999 (R-2004) polymeric synthetic fibre as per American Society of Testing and Materials (1116) such as polyester / polyethylene / polypropylene / Glass fibre at 1.20 kilogram pet cubic meter, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 Mega Pascal at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with mechanical paver finisher, spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m to a depth of 1/3 of the Thickness and of width 3-5 millimetre as per design including cost of all material, side form work, sealing joints labour and HOM of machineries etc. complete as per specifications..
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ Vertical Shaft imapactor grade finely washed crushed sand) conforming to Indian Standards: 383, the size of coarse aggregate not exceeding 25 millimetre, , cement content not to be less than 150 kilogram pet cubic metre, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mega pascal 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.
Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to Indian Standards 3395 : 1997 below concrete pavement including all materials and labour 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 ( natural sand/ Vertical Shaft imapactor grade finely washed crushed sand) conforming to Indian Standards 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, 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 @0.6 metre X 0.6 metre centre to centre, admeasuring 80 mm at bottom and 40 millimetre at top with depth of 75 millimetre and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.
Providing and fixing in position Thermo Mechanical Treatment FE 500, 32 millimetre diametre dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 centimeters. Long and at 30.00 centimeters. C/C and wherever directed including handling, straightening, necessary cutting supported by Thermo Mechanical Treatment FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.
Providing and fixing in position Thermo Mechanical Treatment FE 500, tie bars precoated with anticorrosive epoxy paint of 12 millimetre diametre 70 centimeters. long and at 30.00 centimeters. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of Thermo Mechanical Treatment FE 500, chairs with proper alignment etc. complete.
Cutting transverse contraction joints 3 to 4 millimetre wide and depth 60 millimetre .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. 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. 25% larger than the initial 3 mm.to 4 mm. 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)
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 kilogram per square metre using mechanical means.
Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on Bituminous surface 2.5 kilogram/10 square metre(Viscous Grade-30 bulk bitumen rates are considered to arrive at rates)
DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of 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 76-100 millimetre compacted thickness .USING Batch mix type hot mix plant with Supervisory Control and Data Acquisition, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates)
BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, 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 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 Stone Dust filler. (Viscous Grade-30 bulk bitumen rates are considered to arrive at rates)
Providing and fixing Reinforced Cement Concrete 5th Kilometre Stone in Cement Concrete 1:4:8 metre stones as per Indian Road Congress standard including fixing in standard size block including curing ,painting lettering etc. complete.
Providing and fixing 1:2:4 ordinary kilometer Stone in cement concrete 1:4:8 metre stones as per Indian Road Congress standard including fixing in standard size block including curing ,painting lettering etc. complete.
Providing and fixing Reinforced Cement Concrete 200 meter Stone in cement concrete 1:4:8 as per Indian Road Congress standard including fixing in standard size block including curing ,painting lettering etc. complete.
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and Anti Breaking System 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 American Society of Testing and Materials D 4280 Type H and complying to Specifications of Category A of MORTH CIndian Road Congressular No 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 Square metre 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 recommendation 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.
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 metre centre to centre, 1.8 metre high, 1.1 metre below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to Indian 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 hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 millimetre thick including 1.5 Refractive index reflectorizing glass beads @ 250 gram per square metre .Thickness of 2.5 millimetre is exclusive of surface applied glass beads as per Indian Road Congress 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to Indian Road Congress 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for Indian Road Congress 35:2015).
Providing and fixing Mandatory/Regulatory sign boards in cIndian Road Congressular shape of 750 millimetre diametre made out of 4 millimetre aluminum composite material 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 Indian Road Congress:67-2012 Table No 8.3 Supported with back support frame 25 millimetre x 25 millimetre x 3 millimetre, duly painted on back side with grey stove enamel paint and supported on one no. of mild Steel angle iron post of size 65 millimetre X 65 millimetre X 6 millimetre, 3.45 metre long, duly painted with with flat oil paint having alternate black and white bands of 25 centimetre width including Galvanized Iron fixtures etc; fixing the boards in M25 grade concrete block of size 60 centimetre X 60 centimetre X 75 centimetre including transportation etc; complete. Class C ( 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 Mandatory/Regulatory sign boards in cIndian Road Congressular shape of 600 millimetre diametre made out of 3 millimetre aluminum composite material dia 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 Indian Road Congress:67-2012 Table No 8.3 Supported with back support frame 25 millimetre x 25 millimetre x 3 millimetre, duly painted on back side with grey stove enamel paint and supported on one no. of Mild Steel angle iron post of size 65 millimetre X 65 millimetre X 6 millimetre, 3.45 metre long, duly painted with with flat oil paint having alternate black and white bands of 25 centimetre width including Galvanized Iron fixtures etc; fixing the boards in M25 grade concrete block of size 60 centimetre X 60 centimetre X 75 centimetre including transportation etc; complete. Class C ( 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 750 millimetre made out of 4 millimetre aluminum composite material 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 Indian Road Congress:67-2012 Table No 8.3 Supported with back support frame 25 millimetre x 25 millimetre x 3 millimetre, duly painted on back side with grey stove enamel paint and supported on one no. of mild Steel angle iron post of size 65 millimetre X 65 millimetre X 6 millimetre, 3.45 metre long, duly painted with with flat oil paint having alternate black and white bands of 25 centimetre width including Galvanized Iron fixtures etc; fixing the boards in M25 grade concrete block of size 60 centimetre X 60 centimetre X 75 centimetre 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 600 millimetre made out of 3 millimetre aluminum composite material 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 Indian Road Congress:67-2012 Table No 8.3 Supported with back support frame 25 millimetre x 25 millimetre x 3 millimetre, duly painted on back side with grey stove enamel paint and supported on one no. of mild Steel angle iron post of size 65 millimetre X 65 millimetre X 6 millimetre, 3.45 metre long, duly painted with with flat oil paint having alternate black and white bands of 25 centimetre width including Galvanized Iron fixtures etc; fixing the boards in M25 grade concrete block of size 60 centimetre X 60 centimetre X 75 centimetre 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 of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of 4 millimetre aluminum composite material 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 25 millimetre x 25 millimetre x 3 millimetre, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 millimetre x 75 millimetre x 6 millimetre, 3.5 meter 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 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 N.H./ S.H. Route Marker size 60 centimetre x 45 centimetre with one No. direction plate of size 30 centimetre x 25 centimetre prepared on 16 gauge Mild Steel sheet including painting with one coat of zinc cromate stoving primer and two coats each of white and green back ground and back side gray stove enamelled, bonded with cut out of red Retro reflective sheet Engineering grade, border / letters / numerals and arrow, coated with non pealable crystal clear protective transparent coat retaining 100% reflection including one One Number of mild Steel Angle iron post of size 50 x 50 x 5 millimetre of 3.65 metre 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 Nos. of high strength Galvanized Iron bolts and nuts of size 10 millimetre diametre 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-in-charge etc. complete. Mild Steel Route Marker with Engineering Grade
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 80x100 millimetre rectangular or 75 millimetre diametre CIndian Road Congressular reflectorised panels at the top, buried or pressed into the ground and confirming to Indian Road Congress 79 and the drawings
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 metre 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 etc. complete. (Lift upto 1.5 metre)
Providing & laying in situ cement concrete of M 15 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work compacting and curing etc. complete. with reversible Drum Type mixer with Supervisory Control and Data Acquisition. With crushed sand .
Providing and laying in situ / Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for Reinforced Cement Concrete work in foundations like raft, strip foundations, grillage and footings of Reinforced Cement Concrete columns and steel stanchions etc. including bailing out water, formwork, laying / pumping cover blocks, 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 Programmable Logic Controller with Supervisory Control and Data Acquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand.
Providing, cutting, bending, hooking, tying and laying in position Thermo Mechanically Treated Ferous Material 500 steel bars for reinforcement for all Reinforced Cement Concrete works as per detailed drawings etc. complete.
Providing and fabricating structural steel work in rolled sections, fixed with connecting plates or angle cleats in main and cross beams, hip and jack rafters, purlins connecting to truss members and the like, as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/ bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete.
Providing and erecting Overhead signs made out of 4 millimetre 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, with designed back support frame of mild steel angle with vertical and lateral clearance given in clause 801 and 802, duly painted on back side with two coats of grey stove enamel paint and installed as per clause 802.6 over a designed support system of structural steel work trestles and trusses of sections and type as per structural design requirements and approved plans including painting with one coat of epoxy primer and two coats of epoxy finish paint.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.This item does not include the cost of structural steel work required for support system.
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 etc. complete. ( By Mechanical Means )
Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing etc. complete
BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with Vehicle Traffic System , laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50 millimetre compacted thickness with drum mix plant with Supervisory Control and Data Acquisition, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (Viscous Grade-30 bulk bitumen rates are considered to arrive at rates)
Dismantling the Reinforced Cement Concrete work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete.
Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc.
Removing Non pressure-2 and Non pressure-3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900 millimetre diametre and above. etc complete.
Excavation for foundation in hard murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.
Excavation for foundation in soft rock including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. (Excluding Dewatering)
Providing cast in situ / ready mix M20 grade cement concrete for head walls of Cross Drinage work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with Supervisory Control and Data Acquisition with Natural / Vertical Shaft Impactor standard Artificial Sand, cement 4.05 bags/cubic metre)
Providing and laying weep holes of 100 millimetre diameter Asbestos Cement/Poly Vinyl Chloride pipes as per drawing for abutment returns, return walls etc. Complete.
Providing and laying cement concrete pipe of Indian Standards 458:2003 Non Pressure-4 class of 1200 millimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
Providing and laying cement concrete pipe of Indian Standard 458:2003 Non Pressure-3 class of 900 millimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.\
Providing and laying cement concrete pipe of Indian Standards 458:2003 Non Pressure-2 class of 450 millimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
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