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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L3₹45.4 CrAccepted-AOC | ₹45.4 Cr | L3 | Accepted-AOC ok |
| 2 | L2₹47.7 CrRejected-Finance GAT NO 562 1 A SURLI ROAD KARMALA CHOWK TEMBHURNI TAL MADHA DIST SOLAPUR 413 211 | TEMBHURNI | SOLAPUR | MAHARASHTRA | 413211 | ₹47.7 Cr | L2 | Rejected-Finance ok |
Tender Value
₹46.6 Cr
EMD Value
₹23.3 L
Closing Date
30 Oct 2025, 6:00 pmClosed
EE PWD Hingoli
EE PWD Hingoli
A)Imporvement to MDR-3 for Ligo India Project site on MDR-3 (Km 37/500 to 42/500) SH-249 Pedgaon Pati Chincholi Isapur pati Khanapur Takli Nandapur Durgdhamni Navkha Lakh Hivra SH-249 Tq SH-425 B)Diversion of exisiting roads passing through Ligo Indi
2025_PWR_1230171_1
NOTICE_29_YR_25_26_B_2
Open Tender
Civil Works
540 days
Aundha Nagnath
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,000
₹23.3 L
C.E. PWR Nanded
25 Dec 2025
15 Oct 2025
31 Oct 2025
15 Oct 2025
30 Oct 2025
15 Oct 2025
24 Oct 2025
Amount
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, 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 mm in thickness.
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Dismantling of existing B.T. Surface (flexible Pavement) to a depth of 50 mm. manually including loading of dismantled material to transport vehicle at site excluding lead charges
(A) MDR-3 Km 37/500 to 42/500
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.
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
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 50m. and spreading for embankment or stacking as directed.
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
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.
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
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 50m. and spreading for embankment or stocking as directed. (Inculding 50% Utilisation of useable Excavated material)
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Excavation for roadway in hard rock by wedging and chiselling or line drilling 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.
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
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 unsuitableor excess stuff as directed all sorts of soils.
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 m. including all lifts, laying in layers of 20cm. to 30cm. 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)
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97% of standard proctor density etc.complete (Material obtained from departmental Land)
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
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 - I Material
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
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.
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
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/Per Square Meter using mechanical means.
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
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 mm compacted thickness.USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates)
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
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 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 Per Square Meter. (VG-30 bulk bitumen rates are considered to arrive at rates)
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600 mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Providing and fixing RCC 200 meter Stones as per I.R.C. standard including fixing in standard size in C.C. 1:4:8 block including curing, painting lettering etc.complete.
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Providing and fixing 1:2:4 ordinary km. stones as per I.R.C. standard including fixing in standard size in C.C.1:4:8 block including curing, painting lettering etc. complete.
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Providing and Laying of 2 or more sets (6 Nos. each set) Dual Ribs Pattern Rumble Markings on roads with vehicular speeds of more than 50 Km/hr laid as per the spacing recommended for each set under Table 11.1 and Fig. 11.2 of IRC 35:2015 using Plastirib 2K, or equivalent 2 component cold plastic profiled material. Each Dual Rib pattern rumble marking shall have width of 500 mm. Each dual rib pattern rumble marking shall have 2 ribs each of Width of 100 mm and height 20 mm. Gap between two ribs shall be 300 mm. Each rumble marking shall be made complete with drop on Soild Plus reflective glass beads @ 300 gm /One Square Metre spread throughout the surface of marking. The finished surface to be levelled, uniform and free from streaks and holes, including surface cleaning and cost of all materials etc. complete.
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Providing and fixing cautionary / warning sign board of size 60 cm. having shape of equilateral triangle with apex point upwards. prepared on 16 gauge M.S. sheet including painting with one coat of zinc cromate stoving primer and two coats each of white back ground, red border and backside gray stove enamelled, bonded with cut out of Retro reflective sheet Engineering grade, symbol / letters / numerals / border / arrow, coated with non pealable crystal clear protective transparent coat retaining 100% reflection including one Nos of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom drilled on top in one piece without joint painted with white and black bands of 30 cm. fixing board and post with 2 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size etc. complete. 60 cm. equilateral triangle M.S. sheet with Engineering grade
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Providing and fixing Mandatory / Regulatory sign board of circular shape of size 60 cm. dia. prepared on 16 gauge M.S. sheet including painting with zinc chromate stoving primer and two coats each of white back ground, red border and backside gray stove enamelled, bonded with cut out of Retro reflective sheet Engineering grade, symbol / letters / numerals / border, coated with non pealable crystal clear protective transparent coat retaining 100% relection including one Nos of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.45 m. long inflated at bottom drilled on top in one piece without joint painted with white and black bands of 30cm. fixing board and post with 2 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size etc. complete. circular shape of size 60 cm. dia. M.S. sheet with Retro reflective sheet Engineering grade
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Providing and fixing Road junction / Information sign board of size 0.90 m x 0.60 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35x35x5 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in-charge etc. complete. Mild Steel Board with Engineering Grade.
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
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 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/ NH/ 33023/10-97 DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm 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 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. 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.
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Metal Beam Crash Barrier -- Type- A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/ road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)""
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
C.D.Work Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc.
(A) MDR-3 Km 37/500 to 42/500
Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete.
(A) MDR-3 Km 37/500 to 42/500
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)
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc.complete.
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc.complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc)
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/granite/ quartzite/ gneiss metal for foundation and bedding/steps including steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc.complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc.complete. With fine aggregate (Crushed sand VSI Grade)
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD 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 SCADA
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 1200 mm diameter in proper line, level and slope etc. complete.
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Providing and laying in situ / ready mix M20 CC of trap/ granite/ quartzite/ gneiss metal for wearing course 8cm thick including compacting, finishing, curing and filling in joints with bitumen etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc )
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
R.C.C. Drain / Wall 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)
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc.complete.
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.
(A) MDR-3 Km 37/500 to 42/500
Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc.complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc)
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD 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 SCADA
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Providing and laying of RCC in M30 grade approach slab including reinforcement and formwork complete with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) as per drawings and technical specifications etc.complete with fine agreegates of required specifications ( VSI sand finely washed etc )
(A) MDR-3 Km 37/500 to 42/500
Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.
(A) MDR-3 Km 37/500 to 42/500
Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.
(A) MDR-3 Km 37/500 to 42/500
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200
Box Cell Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete.
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc.
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
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)
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 1/440 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc.complete.
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc.complete. a) Upto 1.50m lift Normal Rate
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080)
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc.complete.
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080)
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. 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 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080)
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. 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 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)
(A) MDR-3 Km 37/500 to 42/500 ( Ch 1/440 )
(B) MDR-3 Km 42/550 to 43/500
Providing and filling sand in foundation trenches/below Raft as per drawing and technical specifications etc.complete. (Coarse Sand and Gravel)
(A) MDR-3 Km 37/500 to 42/500 ( Ch 1/440 )
(B) MDR-3 Km 42/550 to 43/500
Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.
(A) MDR-3 Km 37/500 to 42/500 ( Ch 1/440 )
(B) MDR-3 Km 42/550 to 43/500
Providing and laying in situ / ready mix / ready mix M15 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand)
(A) MDR-3 Km 37/500 to 42/500 ( Ch 1/440 )
(B) MDR-3 Km 42/550 to 43/500
Prividing and fixing pressure relief pipes of 110 mm diametre of PVC as per drawing for R.C.C Raft, galaries returns, abutments, wing wall etc complete.
(A) MDR-3 Km 37/500 to 42/500 ( Ch 1/440 )
(B) MDR-3 Km 42/550 to 43/500
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 fine agreegates of required specifications (VSI sand finely washed etc) etc.complete. (excluding reinforcement). a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer).
(A) MDR-3 Km 37/500 to 42/500 ( Ch 1/440 )
(B) MDR-3 Km 42/550 to 43/500
Providing and laying in situ / ready mix controlled grade of M30 of trap /granite / quartzite/ gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/concrete batch mix plant (pan mixer) with fine agreegates of required specifications (VSI sand finely washed etc), excluding reinforcement)
(A) MDR-3 Km 37/500 to 42/500 ( Ch 1/440 )
(B) MDR-3 Km 42/550 to 43/500
Providing and laying in situ / ready mix 1:4:8 cement concrete of trap/granite/quartzite /gneiss metal for haunch filling including compacting, curing, mixing etc.complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (VSI sand finely washed etc)
(A) MDR-3 Km 37/500 to 42/500 ( Ch 1/440 )
(B) MDR-3 Km 42/550 to 43/500
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 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 fine agreegates of required specifications ( VSI sand finely washed etc ) 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.
(A) MDR-3 Km 37/500 to 42/500 ( Ch 1/440 )
(B) MDR-3 Km 42/550 to 43/500
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40Kilogrameach complete as per drawings and Technical specifications etc. complete. (boulder laid without wire crates)
(A) MDR-3 Km 37/500 to 42/500 ( Ch 1/440 )
(B) MDR-3 Km 42/550 to 43/500
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 fine agreegates of required specifications ( VSI sand finely washed etc ) RCC work of Box Cell
(A) MDR-3 Km 37/500 to 42/500 ( Ch 1/440 )
(B) MDR-3 Km 42/550 to 43/500
Providing vent holes 100mm diameter GI pipe in the slab and wearing course with iron grill at the top and GI pipe at bottom as per drawing etc. complete.
(A) MDR-3 Km 37/500 to 42/500 ( Ch 1/440 )
(B) MDR-3 Km 42/550 to 43/500
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 fine agreegates of required specifications ( VSI sand finely washed etc ) RCC work of Box returns
(A) MDR-3 Km 37/500 to 42/500 ( Ch 1/440 )
(B) MDR-3 Km 42/550 to 43/500
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 5.00m in followinh manners (a) Height upto 5 M. (With Concrete Mixer) With fine agreegates of required specifications (VSI sand finely washed etc) 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.
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
Providing and filling annular space around footing in rock by using concrete of M15 grade etc. complete.
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
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 5.00m in followinh manners (With Concrete Mixer) With fine agreegates of required specifications (VSI sand finely washed etc)
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
Providing and laying in situ / ready mix controlled M-25 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 CM 1:3 and curing etc complete ( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates of required specifications ( VSI sand finely washed etc )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 1/440 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material)
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 1/440 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 1/440 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
Providing and laying in situ / ready mix M-30 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 fine agreegates of required specifications (VSI sand finely washed etc) 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.
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 1/440 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete.
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
Providing tar paper bearing including laying in proper position etc. complete.
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
Providing and laying cement concrete wearing coat M30 grade with batch mix type/concrete mixer with SCADA including reinforcement as per drawings and technical specifications etc.complete with fine agreegates of required specifications (VSI sand finely washed etc)
(A) MDR-3 Km 37/500 to 42/500 ( Ch 1/440 )
(B) MDR-3 Km 42/550 to 43/500
Providing and laying cement concrete wearing coat M40 grade with batch mix type/concrete mixer with SCADA including reinforcement as per drawings and technical specifications etc.complete with fine agreegates of required specifications (VSI sand finely washed etc)
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
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 fine agreegates of required specifications ( VSI sand finely washed etc ) RCC work of Ballast walls & Kerb
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 1/440 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
Providing railing of mild steel angle post 2.0m center to center of section 75mm x 75mm x 10mm or equivalent I/C section of height 1.05 above bridge surface with minimum anchor length of 30cm including hold fast of 25mm diameter MS 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 GI pipe provided at 30cm on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete etc. complete.
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 1/440 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
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 etc. complete.
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 1/440 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(B) MDR-3 Km 42/550 to 43/500
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 m. including all lifts, laying in layers of 20cm. to 30cm. 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)
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
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 - I Material
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
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 withvibratory roller to the required density. By Mechanical Means-Grading I (Using Screening Type B (11.2 mm) Aggregate)
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc.complete.
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications etc. complete. (by stone/boulder)
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
Providing and laying in situ / ready mix / ready mix CC M10 of trap/ granite/ quartzite/ gneiss metal in the hollow of the steel curbs including compacting by vibrating and curing etc.complete.(with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/concrete batch mix plant (pan mixer) with fine agreegates of required specifications ( VSI sand finely washed etc )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 0/870 )
(A) MDR-3 Km 37/500 to 42/500 ( Ch 3/030 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 1/080 )
(C) SH-425 Km 49/000 to 51/200 ( Ch 3/500 )
Ms Deshmukh And Company (BID ID -6959827)
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