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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹7.6 L (4.50%)Admitted-Finance | ₹1.8 Cr+₹7.6 L (4.50%) | L2 | Admitted-Finance |
| 3 | L3₹1.9 Cr+₹22.5 L (13.3%)Admitted-Finance | ₹1.9 Cr+₹22.5 L (13.3%) | L3 | Admitted-Finance |
| 4 | L4₹2.1 Cr+₹35.5 L (20.9%)Admitted-Finance | ₹2.1 Cr+₹35.5 L (20.9%) | L4 | Admitted-Finance |
| 5 | L5₹2.1 Cr+₹38.1 L (22.5%)Admitted-Finance | ₹2.1 Cr+₹38.1 L (22.5%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Everest Infrastructure And Developers L5 | Mahimna Construction L4 | Shri S.M. Autade Pvt. Ltd. L7 | Yamai Constructions L6 | VINAYAK CONSTRUCTION L3 | ANIL SHAMRAO PATIL L1 | Siddharam Malleshi Dhangapure L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. | 4,501.57 | Per One Square meter | 40 ₹1,80,062.8 | 60 ₹2,70,094.2 | 40 ₹1,80,062.8 | 26 ₹1,17,040.82 Lowest | 38 ₹1,71,059.66 | 33 ₹1,48,551.81 | 33.14 ₹1,49,182.03 |
| 2.00 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. | 71.48 | Per One Cubic meter | 300 ₹21,444 Lowest | 450 ₹32,166 | 350 ₹25,018 | 323 ₹23,088.04 | 350 ₹25,018 | 301 ₹21,515.48 | 305.31 ₹21,823.56 |
| 3.00 | Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete | 906.27 | Per One Cubic meter | 200 ₹1,81,254 | 250 ₹2,26,567.5 | 195 ₹1,76,722.65 | 185 ₹1,67,659.95 | 162.75 ₹1,47,495.44 Lowest | 166 ₹1,50,440.82 | 168.35 ₹1,52,570.55 |
| 4.00 | Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. For Depth of 1.5 meter .to 3.00 meter Including lead and lift | 598.45 | Per One Cubic meter | 550 ₹3,29,147.5 | 600 ₹3,59,070 | 510 ₹3,05,209.5 | 480 ₹2,87,256 | 420 ₹2,51,349 Lowest | 438 ₹2,62,121.1 | 444.26 ₹2,65,867.4 |
| 5.00 | ( A) Excavation for foundation in hard rock by blasting including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. For Depth of 3.00 meter .to 4.50 meter Including lead and lift | 552.9 | Per One Cubic meter | 1,200 ₹6,63,480 | 1,350 ₹7,46,415 | 1,100 ₹6,08,190 | 960 ₹5,30,784 | 710 ₹3,92,559 Lowest | 947 ₹5,23,596.3 | 960.92 ₹5,31,292.67 |
| 6.00 | ( B ) Excavation for foundation in hard rock by blasting including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. For Depth of 4.50 meter .to 6.00 meter Including lead and lift | 410.43 | Per One Cubic meter | 1,300 ₹5,33,559 | 1,400 ₹5,74,602 | 1,200 ₹4,92,516 | 1,160 ₹4,76,098.8 | 756 ₹3,10,285.08 Lowest | 1,026 ₹4,21,101.18 | 1,041 ₹4,27,257.63 |
| 7.00 | Providing and laying in situ plain cement concrete mix grade of M15 trap/granite /quartzite /gneiss metal for leveling course below Abutment, Piers ,Solid returns etc. in the dry condition including compaction and curing wherever necessary etc. complete. (with fully automatic micro processor based PLC without SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine aggregates of required specifications (Natural sand / VSI sand finely washed etc ) | 95.26 | Per One Cubic meter | 6,500 ₹6,19,190 | 5,700 ₹5,42,982 | 6,660 ₹6,34,431.6 | 6,150 ₹5,85,849 | 5,300 ₹5,04,878 | 5,111 ₹4,86,873.86 Lowest | 5,184.38 ₹4,93,864.04 |
| 8.00 | Providing and laying in situ controlled grade of M20 of trap / granite /quartzite /gneiss metal for Reinforced Cement Concrete work of cast in situ for Piers, Abutments, Returns ,Wings , curtain walls etc. including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. including plywood /steel formwork , centering and finishing in cement mortar proportion 1:3 as directed by Engineer in Charge (with fully automatic micro processor based PLC without SCADA enabled with reversible drumtype mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ),(excluding reinforcement) | 708.42 | Per One Cubic meter | 6,700 ₹47,46,414 | 7,100 ₹50,29,782 | 6,910 ₹48,95,182.2 | 8,365 ₹59,25,933.3 | 6,300 ₹44,63,046 | 5,302 ₹37,56,042.84 Lowest | 5,377.33 ₹38,09,408.12 |
| 9.00 | Providing and laying in situ grade of M25 of trap/ granite/quartzite / gneiss metal for Reinforced Cement Concrete work of caps over Piers, Abutments ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. including plywood/steel formwork , centering and finishing in cement mortar proportion 1:3 as directed by Engineer in Charge (excluding reinforcement, with fully automatic
micro processor based PLC without SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) | 26.01 | Per One Cubic meter | 8,700 ₹2,26,287 | 7,900 ₹2,05,479 | 8,800 ₹2,28,888 | 9,430 ₹2,45,274.3 | 6,300 ₹1,63,863 | 6,200 ₹1,61,262 Lowest | 6,852.96 ₹1,78,245.49 |
| 10.00 | Providing and laying in situ grade of M-30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for reinforced Cement Concrete work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. including plywood/steel formwork , centering and finishing in cement mortar proportion 1:3 as directed by Engineer in Charge (with fully automatic micro processor based PLC without SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) | 264.39 | Per One Cubic meter | 9,000 ₹23,79,510 | 8,300 ₹21,94,437 | 9,000 ₹23,79,510 | 11,643 ₹30,78,292.77 | 7,350 ₹19,43,266.5 | 6,300 ₹16,65,657 Lowest | 7,081.2 ₹18,72,198.47 |
Tender Value
Refer Docs
EMD Value
₹4.5 L
Closing Date
14 Jul 2020, 5:30 pmClosed
Executive Engineer, NH, Solapur
Executive Engineer, NH, Solapur
Construction of Bridge for Degaon Branch Canal Crossing on Solapur Vijaypur Road N.H.52 in Km. 7/971 of Irrigation Department for N.H.R.B. at chainage 13/507 in State of Maharashtra
2020_MoRTH_568266_1
NIT No. 01 /EE NHD/SLP/ 1416 / 2020-21
Open Tender
Civil Works - Roads
Works
395 days
Solapur
Please refer Tender documents.
6 documents required · 6 mandatory
₹11,800
Executive Engineer
₹4.5 L
In the office of Chief Engineer, NH
11 Sept 2020
30 Jun 2020
20 Jul 2020
30 Jun 2020
14 Jul 2020
30 Jun 2020
8 Jul 2020
Amount
Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete.
Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete
Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. For Depth of 1.5 meter .to 3.00 meter Including lead and lift
( A) Excavation for foundation in hard rock by blasting including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. For Depth of 3.00 meter .to 4.50 meter Including lead and lift
( B ) Excavation for foundation in hard rock by blasting including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. For Depth of 4.50 meter .to 6.00 meter Including lead and lift
Providing and laying in situ plain cement concrete mix grade of M15 trap/granite /quartzite /gneiss metal for leveling course below Abutment, Piers ,Solid returns etc. in the dry condition including compaction and curing wherever necessary etc. complete. (with fully automatic micro processor based PLC without SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine aggregates of required specifications (Natural sand / VSI sand finely washed etc )
Providing and laying in situ controlled grade of M20 of trap / granite /quartzite /gneiss metal for Reinforced Cement Concrete work of cast in situ for Piers, Abutments, Returns ,Wings , curtain walls etc. including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. including plywood /steel formwork , centering and finishing in cement mortar proportion 1:3 as directed by Engineer in Charge (with fully automatic micro processor based PLC without SCADA enabled with reversible drumtype mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ),(excluding reinforcement)
Providing and laying in situ grade of M25 of trap/ granite/quartzite / gneiss metal for Reinforced Cement Concrete work of caps over Piers, Abutments ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. including plywood/steel formwork , centering and finishing in cement mortar proportion 1:3 as directed by Engineer in Charge (excluding reinforcement, with fully automatic micro processor based PLC without SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )
Providing and laying in situ grade of M-30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for reinforced Cement Concrete work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. including plywood/steel formwork , centering and finishing in cement mortar proportion 1:3 as directed by Engineer in Charge (with fully automatic micro processor based PLC without SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )
Providing vent holes 100 millimeter diameter Galvanized Iron pipe in the slab and wearing course with iron grill at the top and GI pipe at bottom as per drawing etc. complete.
Providing tar paper bearing including laying in proper position etc.complete
Providing expansion joints with 25 millimeter thick bituminous pad as per detailed drawings etc. complete.
Providing Reinforced Cement Concrete railing of cast in situ / ready mix Reinforced Cement Concrete posts with grade of M20 of trap/ granite/ quartzite/ gneiss metal for horizontal and vertical members as per detailed drawings including reinforcement, scaffolding, centering, formwork, compaction, finishing and curing with watering chemical compound etc. complete. (fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )
Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all Reinforced Cement Concrete works as per detailed drawings etc. complete.
Providing 100 millimeter diameter Galvanized Iron water spouts as per detailed drawings in Reinforced Cement Concrete slab and wearing surface/kerb etc .complete
Providing and laying weep holes of 100 millimeter diameter Poly Vinyl Chloride pipes as per drawing for abutment returns, return walls etc. Complete.
Providing and fixing 25 millimeter diameter steel anchor dowel in hard rock including drilling hole of 32 millimeter diameter up to 0.75 meter depth, placing the dowel in position and effectively grouting the hole with Cement Mortar 1:1 proportion etc. complete.
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.)
Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 meter. 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).
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at 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 roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II 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.
BITUMINOUS MACADAM: Proving and laying bituminous macadam 50 millimeter thick 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 mm compacted thickness with 3.4 percent using specified grade of Bitumen. VG-30 including Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributer at the rate of 0.20 kilogram per Square meter. on the prepared bituminous cleaned with mechanical broom USING Batch mix type hot mix plant without SCADA, Sensor Paver, vibratory roller
DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam 50 millimeter thick using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 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 density for 76-100 mm compacted thickness including Providing and applying tack coat on the prepared surface heating by Fames in Boiler and spraying bitumen set footed in bitumen boiler on Black .Topped. surface 0.25 kilogram per Square meter .USING Batch mix type hot mix plant without SCADA, Sensor Paver, Vibratory roller with Stone Dust filler
BITUMINOUS CONCRETE:- Providing and laying bituminous concrete 30 millimeter thick using crushed aggregates of grading 1, premixed with bituminous binder @ 5.40 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 30 millimeter compacted thickness including providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on Black .Topped. surface 0.25 kilogram per Square meter. For Bitumen of specified grade -- USING Batch mix type hot mix plant without SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.
Road Marking with Hot Applied Thermoplastic Compound with Reflector zing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 grams per square meter area, thickness of 2.5 millimeter is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes .complete.
Providing and fixing of retro- reflective informatory sign board of 1800 x 1200 millimeter size made out of 4 millimeter aluminum sheet bonded with white retro reflective sheeting of Class C ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25 millimeter x 25 millimeter x 3 millimeter, duly painted on back side with two coats of grey stove enamel paint and supported on two no. mild steel angle iron post 75 millimeter x 75 millimeter x 6 millimeter, 3.5 meter long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 centimeter x 45 centimeter x 60 centimeter, 60 centimeter 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. 4mm aluminum composite material of Class C
Providing and fixing sign boards of size 90 centimeter having shape of an equilateral triangle made out of 14 gauge sheet with retro reflective sheeting of Engineering Grade as per M.O.T. specification No. 801- 3(1993) white reflective back ground, lettering symbol bordering of black non reflective paint including M. S. angle iron back frame of size 35 millimeter X 35 millimeter X 5 millimeter & M.S.angle one post of 50mm x 50 millimeter x 5 millimeter size 3.45 meter long duly painted with white and black bands including fixing Mild steel. angle of the boards with galvanized nuts and bolts and washers. The Board shall be as per IRC-67-1977 including conveying fixing in ground with Cement .Concrete . 1:4:8 block of size 0.60 x 0.60 x0.75 meter with 7 year guarantee for the sheeting etc. complete. Mild Steel Board with Engineering Grade
Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 centimeter high above ground level, painted black and white in 15 centimeter wide strips, fitted with 80x100 millimeter rectangular or 75 millimeter diameter. Circular refectories panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings
Royalty Charges for Materials utilized for work
Carrying out tests for various materials and samples from District Laborotry of Vigilance and Quality Control used for works of bridge and Road work as per frequency or as directed by Engineer in Charge A Test for Bridge Works 1Mix Design M- 20, M-25, M-30 each
Cement- Basic Test
T.M.T. Fe 500 Steel up to 16mm diameter
T.M.T. Fe 500 Steel above 16mm diameter
coarse Aggregate --- basic Test
Sieve Analysis
Abrasion Value
Flakiness Index and Elongation Index
Fine Aggregate Fineness Modulus
Chloride & Sulphate content
Silt Factor
Concrete Cubes Compressive Strength M-15, M-20 , M25 ,M-30
Core samples of Concrete
Test for Approach Road Works Job Mix Design GSB, WMM,BM, DBM, BC, each
Material Aggregate Basic Test
Flakiness Index and Elongation Index
Sieve Analysis
Stripping Value
Density of Compacted Layer
Bitumen Basic Test
Viscosity Test
Ductility Test
Extraction Test ( Bituminous Mix )
Siddharam Malleshi Dhangapure
VINAYAK CONSTRUCTION
Mahimna Construction
Everest Infrastructure And Developers
Yamai Constructions
Shri S.M. Autade Pvt. Ltd.
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