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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | ₹2.1 Cr Quoted ₹2.3 Cr | L1 | Accepted-AOC Work Order Done |
| 2 | L2₹2.4 Cr+₹10.0 L (4.27%)Rejected-Finance 223 3 E B 1 MALTI TOWER TARABAI PARK KOLHAPUR 416 003 | KOLHAPUR | KOLHAPUR | MAHARASHTRA | 416003 | ₹2.4 Cr+₹10.0 L (4.27%) | L2 | Rejected-Finance Reject |
Tender Value
₹1.8 Cr
EMD Value
₹1.5 L
Closing Date
22 Jan 2018, 6:00 pmClosed
Executive Engineer P W Division Kudal at Kankavali
Executive Engineer P W Division Kudal at Kankavali
Improvement including two years Maintenance to Kharepartan Tithawali Bhuibavada Gaganbavada Road Km.0_00 to 22_600 Taluka aibhavwadi District Sindhudurg.
2018_PWR_267950_1
NIT_NO_17 Second Call
Open Tender
Civil Works
Item Rate
365 days
Kankavali
As per Tender Document
3 documents required · 3 mandatory
₹1,120
Payment Gateway
₹1.5 L
Superintending Engineer,Ratnagiri (P.W.)circle rat
6 Feb 2025
5 Jan 2018
25 Jan 2018
5 Jan 2018
22 Jan 2018
5 Jan 2018
16 Jan 2018
Amount
Item No. 1 :- 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.
Item No. 2 :- 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.
Item No. 3 :- 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 forembankment or stocking as directed.
Item No. 4 :- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment to the required density. Grading I (Using Screening Type A (13.2 millimetre) Aggregate)
Item No. 5 :- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V- Sat attachment to the required density. Grading II (Using Screening Type B (11.2 millimetre) Aggregate)
Item No. 6 :- Providing and constructing 75 millimetre thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 millimetre stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG-30 grade @ 2 Kilogram / Square Metre, spreading 12 millimetre size chips compacting with three wheel static roller having weight 8 to 10 Metric Ton to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.
Item No. 7 :- BITUMINOUS MACADAM : Proving and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction for 80/100 millimetre compacted thickness with 3.3 % VG30 Bitumen. USING 80 TPH Batch mix type hot mix plant with SCADA, Sensor Paver, Intelligent Compactor with compaction analyzer and VSat attachment ( including the cost of tack coat at the rate of 2.50 kilogram / 10 square metre ) by mechanical sprayer etc. complete.
Item No. 8 :- Open Graded Premix Surfacing- Providing and Laying OGC 20 millimetre thickness composed of 13.2 millimetre to 5.6 millimetre aggregates 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 VG-30 Bitumen, using plastic 8% of bitumen content including providing and laying seal coat sealing voids in a bituminous surface laid to the specified level and cross fall using Type A seal coat including tack coat at the rate 2.50 kilogramme per 10 square metre. For Bitumen VG-30 bulk—USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller
Item No. 9 :- Supplying 60 millimetre laterite stone metal at the road side for metal including conveying and stacking etc. complete.
Item No. 10 :- Spreading over size 60 millimetre laterite metal including sectioning etc. complete.
Item No. 11 :- Compacting the 60 millimetre laterite metal layers with static Roller including necessary labour, materials and artificial watering etc. complete.
Item No. 12 :- Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
Item No. 13 :- Royalty charges for various building construction bonafied materials which are to be use for Government bonfied works and for which Royalty charges are to be paid by the contractor.A) Laterite
B) Rubble Murum
Item No. 14 :- Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.
Item No. 15 :- Excavation for foundation in hard rock by blasting including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.
Item No. 16 :- Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including hand packing filling gravel / sand in the voids etc. complete.
Item No. 17 :- 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 / concrete batch mix plant (pan mixer)) with SCADA with Natural / VSI standard Artificial Sand)
Item No. 18 :- Providing cast in situ / ready mix M-10 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 with Natural / VSI standard Artificial Sand )
Item No. 19 :- Providing and laying cement concrete pipes of IS-458-2003 NP-3 class of 900 milimetre diametre for C. D. work in proper lines, level and slope including providing and fixing collars in cement mortar 1:2 including all lead and lifts etc. complete.
Item No. 20 :- Providing weep holes in brick masonry /plain /reinforced concrete abutment, wing wall / return wall with 100 millimetre diameter AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face as per drawings and technical specifications etc. complete.
Item No. 21 :- Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc. complete.
Item No. 23 :- Supplying oversize 60 millimetre laterite stone metal at the road side for metal including conveying and stacking etc. complete.A) For First Year
B) For Second Year
Item No. 24 :- Supplying 6 millimetre crushed metal of trap stone aggregate at the road side including conveying and stacking etc. complete.A) For First Year
B) For Second Year
Item No. 26 :- Spreading over size laterite metal including sectioning etc. complete. A) For First Year
B) For Second Year
Item No. 27 :- Spreading hard murum for side width etc. complete. A) For First Year
B) For Second Year
Item No. 28 :- Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of 19 milimetre nominal chipping size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller using bulk bitumen VG-30 (grade 60/70) at the rate of 12.00 kilogramme per 10 square metre.A) For First Year
B) For Second Year
Item No. 29 :- Providing and constructing 50 millimetre thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 millimetre stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting) , heating and spraying the bitumen of VG-30 @ 1.75 kilogram / square metre, spreading 12 millimetre size chips compacting with Static roller having weight 8 to 10 Metric Ton to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat of bitumen VG-10 at the rate of 0.30 kilogram / square metre. (on existing bitumen surface.)A) For First Year
B) For Second Year
Item No. 30 :- Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location etc. complete.A) For First Year
B) For Second Year
Item No. 31 :- Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.
Item No. 32 :- Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of VG-30 grade preparing existing road surface, heating and applying bitumen @ 0.98 kilogram / Square Metre by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 Metric Ton etc. complete. A) For First Year
B) For Second Year
Item No. 33 :- Trimming of grass, shurbs and weeds from the shoulders / berms and disposing off the same to suitable locations etc. complete.A) For First Year
B) For Second Year
Item No. 34 :- Restoration of rain cuts with soil, murum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings etc. complete.A) For First Year
B) For Second Year
Item No. 35 :- Providing dry rubble stone pitching 23 centimeter (about 9" ) thick including all material, quarry spalls, labour etc. complete.( lead to be considered seperately )
Item No. 36 :- White washing two coats on parapet walls and white washing and geru lime painting to tree trunks including preparation of surface by cleaning scraping etc. complete. A) For First Year
B) For Second Year
Item No. 37 :- Maintenance of Kilometer stones, and 200 metre by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre, kilometre stone and 5th kilometre stone etc. complete.A) For First Year
B) For Second Year
Item No. 38 :- 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.A) For First Year
B) For Second Year
Item No. 39 :- Providing and fixing in position Guard Railing as per Drg. No. 15 Type C dt. 20-4-79, with 3 rows of 50 millimeter diametre Galvanised Iron pipe 30 centimeter a part and fixed in Mild Steel channels of section 125 x 65 x 6 millimeter spaced 2.5 C/c 1:2:4 cement concrete bedding of size 45 x 30 centimeter as per detailed drawing, with 3 coats of approved yellow and black paint including necessary excavation in any strata.
Item No. 40 :- Providing and fixing M-15 Reinforced Cement Concrete guard stone/ indicator stones / boundary stones of standard size and shape including fixing in Cement Concrete 1:4:8 and white washing etc. complete.
Item No. 41 :- 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. By Mechanical MeansA) For First Year
B) For Second Year
Item No. 42 :- 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. By Manual Means
Item No. 43 :- Excavation for catch / side water gutters in Hard rock strata to the specified section including stacking the excavated stuff in a regular bund by chiselling and wedging and disposing of unsuitable or excess stuff as directed.A) For First Year
B) For Second Year
Item No. 44 :- Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15centimeter depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge..A) For First Year
B) For Second Year
Item No. 45 :- Providing and fixing of retroreflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of 2mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity microprismatic grade sheeting HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint & supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity microprismatic grade sheeting HIP) sheeting shall have 7 years written warranty from the manufacturer & authorised istributor/convertor issued for field performance including the screen printed areas and cutout sheeting and cutout durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.
Item No. 46 :- Hire charges for J. C. B. for removing material / tree / debris etc. from road site as per instructrions of engineer in charge.A) For First Year
B) For Second Year
Item No. 47 :- Hire charges for tractor with trolly for conveying material / tree / debris etc. from road site as instructrions of engineer in charge.A) For First Year -
B) For Second Year
Item No. 48 :- Shooting of still photographs,outdoor and indoor of construction and other works of building,bridges,roads etc.in District and outside District of any distance. (passport cut size)
Item No. 49 :- Providing and laying cement concrete pipes of IS-458-2003 NP-3 class of 900 milimetre diametre for C. D. work in proper lines, level and slope including providing and fixing collars in cement mortar 1:2 and curing including all lead and lifts etc. complete.
Item No. 50 :- Providing and fixing Reinforced Cement Concrete 200 metre stones as per I.R.C. standard including fixing in standard size Cement Concrete 1:4:8 block including curing, painting lettering etc. complete.
Item No. 51 :- Providing and fixing Reinforced Cement Concrete 1:2:4 ordinary kilometre stones including painting numbering etc. complete for N.H./ S.H./ M.D.R. etc. as per IRC design for highway kilometre stone and fixing in standard size Cement Concrete 1:4:8 block etc. complete.
Item No. 52 :- Providing Reinforced Cement Concrete railing of cast in situ / ready mix RCC posts with M-20 cement concrete 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) ).
Item No. 53 :- Suppling skilled labourers for work @ road site as per instructions of engineer in charge.A) For First Year
B) For Second Year
Item No. 54 :- Suppling Mazdoor - Unskilled Heavy Male for work @ road site as per instructions of engineer in charge.A) For First Year
B) For Second Year
Item No. 55 :- Carrying out various test in Government P.W.D. Laboratory as per relevant standards and submitting test results to Engineer-in-charge or his representative and retesting if required, including taxes, overheads and other allied charges etc. complete. Grade - I HB Metal Sieve Analysis Test
Water absorption, Specific Gravity, Impact Value. Crushing Value Test
Grade - II HB Metal Sieve Analysis Test
Water absorption, Specific Gravity, Impact Value. Crushing Value Test
MPM 40 mm. HB Metal Sieve Analysis Test
Water absorption, Specific Gravity, Impact Value. Crushing Value Test
MPM 40 mm. Crushed Metal Sieve Analysis Test
Water absorption, Specific Gravity, Impact Value. Crushing Value Test
MPM 12 mm. Crushed Metal Sieve Analysis Test
BM Crushed Metal Sieve Analysis Test
Water absorption, Specific Gravity, Impact Value. Crushing Value Test
Abrasion Value Test
Carpet Crushed Metal 12 mm., 10 mm., 6 mm. Sieve Analysis Test
Water absorption, Specific Gravity, Impact Value. Crushing Value Test
For Asphalt Penetration, Softening Point, Flash and Fire Point, Specific Gravity Test
Viscosity Test
Extraction Test
Ductility, Elastic Recovery Test
Flackiness Index, Elongation Test
Stripping Value Test
Soundness Test
Abrasion Value Test
For Bituminous Macadam Mix Design
For Murum Liquid Limit and Plastic Limit Test ( for Murum )
For Cement Standard Consistancy Finess, Specific Gravity, Setting Time, Compressive Strength, Soundness Test
Sieve Analysis Test
Water absorption, Specific Gravity, Impact Value. Crushing Value Test
For Sand Silt Content Test
For Cement Concrete Cube Compressive Strength Test
60 mm. Laterite Metal Sieve Analysis Test
40 mm. HB Metal Sieve Analysis Test
40 mm. Crushed Metal Sieve Analysis Test
Water absorption, Specific Gravity, Impact Value. Crushing Value Test
12 mm. Crushed Metal Sieve Analysis Test
D R CONSTRUCTION
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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