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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-Finance SHRINATH PLAZA GYANESHWAR PATUKA CHOWK SHIVAJI NAGAR PUNE | PUNE | MAHARASHTRA | ₹3.2 L | L1 | Accepted-Finance L1 |
| 2 | L2₹3.3 L+₹4,663 (1.44%)Rejected-Finance | ₹3.3 L+₹4,663 (1.44%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.3 L+₹8,262 (2.56%)Rejected-Finance | ₹3.3 L+₹8,262 (2.56%) | L3 | Rejected-Finance L3 |
Tender Value
₹50 L
EMD Value
₹10,000
Closing Date
2 Jan 2025, 5:00 pmClosed
chief officer
dehu nagarpanchyat dehu
Drainageline and Inspection Chambers at various places in Dehu for Dehu Nagarpanchayat Dehu, Pune.
2024_DMA_1129945_1
2024_DMA_39
Open Tender
Civil Works
Item Rate
365 days
dehu nagarpanchyat dehu
Drainageline and Inspection Chambers at various places in Dehu for Dehu Nagarpanchayat Dehu, Pune.
3 documents required · 3 mandatory
₹1,000
₹10,000
30 Jan 2025
28 Dec 2024
3 Jan 2025
28 Dec 2024
2 Jan 2025
28 Dec 2024
28 Dec 2024 - 2 Jan 2025
Amount
Drainageline and Inspection Chambers at various places
Excavation for catch/ side water gutter in hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed.
Excavation for catch/ side water gutter in hard rock strata to the specified section including stacking the excavated stuff in a regular bund by chieselling and wedging and disposing of unsuitable stuff as directed.
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. (MJP DSR 2021-22, Item No. 15, Page No. 45).
Conveying materials obtained from road cutting including all lifts, laying in layers of 20 centimetre to 30 centimetre breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of over 300 metre to 500 metre inclusive from the site of excavation to the site of deposition as directed.
Providing hard murum side shoulder including supplying hard murum at the road site, including spreading and compacting for sidewidth layers on each side with power roller including artificial watering etc complete.
Providing and laying in situ / ready mix / ready mix Mix-10 cement concrete of trap metal in foundation including necessary centering, formwork, bailing out water, compacting,curing etc. complete, with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisition enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand).
Valve Chamber with Precast RCC Covers: Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. As above of 90 cm internal dia. size and depth upto 1.2 M with precast R.C.C slab cover. = Rs. 9644.00 / No. Add for every increase in depth of 30 cm = Rs. 1739.00, of 60 cm = 3,478.00 Total = Rs. 13,122.00 / No.
Providing and laying concrete pipe of Indian Standard Non Pressure class of 300 milimetre diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.
Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-2 class of 450 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.
Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-2 class of 600 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.
Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-2 class of 800 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.
Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-2 class of 900 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.
Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-2 class of 1000 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.
Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-2 class of 1200 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.
Providing and laying concrete pipe of Indian Standard Non Pressure class of 100 milimetre diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.
Providing and laying concrete pipe of Indian Standard Non Pressure class of 150 milimetre diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.
Providing and laying concrete pipe of Indian Standard Non Pressure class of 225 milimetre diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.
Providing,laying and fixing Poly Venyl Chloride pipe of 110 milimetre diameter with fittings such as bends, tees, reducers, clamps, including necessary excavation, trench filling. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed complete.
Providing and fixing on walls/ ceiling/ floors, 15 milimetre diameter heavy grade having embossed as Indian Standard Institute Mark galvanised iron pipes of 1.48 kilograme per metre with necessary fitting, remaking good the demolished portion and applying primer of anticorrosive oil paint in 2 coats complete.
Providing and fixing Road Junction / Information sign board of size 1.20 m x 0.90 metre prepared on 16 gauge Mild Steel sheet with angle iron frame of size 35 x 35 x 5 milimetre with cross bracing of size 35 x 35 x 5 milimetre 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 transperent coat retaining percent reflection includingtwo angle iron post of size 65 x 65x 6 milimetre of 3.65 metre long inflated at bottom drilled on top and painted in whiteand black bands of 30 centimetre with 4 numbers high strength galvanised iron bolts and nuts of size 10 milimetre diameter and 20 milimetre long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with M-20 cement concrete of 60 centimetre x 60 centimetre x 75 centimetre size as directed by Engineer-in- charge etc. complete.
Providing and constructing Brick Masonry Inspection Chamber 60 centimetre x 45 centimetre and 90 centimetre including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round Glazed Stone Ware pipes, Brick Masonry, plastering from inside and air tight cast iron C. I. cover of 75 Kg with lid and frame fixed in cement concrete etc. complete.
Providing and constructing Brick Masonry Inspection Chamber 90 centimetre x 45 centimetre and 90 centimetre including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round Glazed Stone Ware pipes, Brick Masonry, plastering from inside and air tight cast iron lid 75 kilogram with frame fixed in cement concrete complete.
Providing and constructing Brick Masonry Inspection Chamber 60 centimetre x 45 centimetre x 90 centimetre including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round Glazed Stone Ware pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with Reinforced Cement Concrete cover medium duty 140 kilogram with frame etc. complete.
Providing and constructing Brick Masonry Inspection Chamber 90 centimetre x 45 centimetre x 90 centimetre including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round Glazed Stone Ware pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with Reinforced Cement Concrete cover medium duty 140 kilogram with frame etc. complete.
Providing and constructing Brick Masonry inspection Chamber 90 centimetre x 45 centimetre including 1:4:8 Cement Concrete foundation, 1:2:4 Cement Concrete channels/ half round glazed stoneware pipe channel, salt glazed stoneware intercepting trap with rodding pipe set in 1:4:8 cement concrete block, brick masonry plastering inside and outside, cast iron lid cover of 75 kilogram with frame fixed in cement concrete.
Providing and constructing Brick Masonry inspection trap Chamber 90 centimetre x 45 centimetre including 1:4:8 cement concrete foundation, 1:2:4 cement concrete channels/ half round glazed stoneware pipe channel, salt glazed stoneware intercepting trap with rodding pipe set in 1:4:8 cement concrete block, brick masonry plastering inside and outside, fixed in cement concrete with Reinforced cement concrete cover medium duty 140 kilogram etc. complete.
Providing & constructing Brick Masonry Inspection Chamber 60 centimetre x 45 centimetre with Reinforced Cement Concrete raft in Black Cotton soil area including cost of reinforcement, 1:2:4 cement concrete channels half round Glazed Stone Ware pipes, Brick Masonry, plastering from inside and airtight 75 milimetre thickReinforced Cement Concrete cover medium duty 100 kilogram etc. complete.
Providing & constructing Brick Masonry Inspection Chamber 90 centimetre x 45 centimetre with Reinforced Cement Concrete raft in Black Cotton soil area including cost of reinforcement, 1:2:4 cement concrete channels half round Glazed Stone Ware pipes, Brick Masonry, plastering from inside and airtight 75 milimetre thickReinforced Cement Concrete cover medium duty 140 kilogram etc. complete.
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.
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
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.
Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting complete. Spec. No. Bd.A.12 Page No. 264
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 Materia
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 Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate)
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa 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. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.
Providing and laying in situ cement concrete M -30 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) etc. complete with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complet
Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. Spec. No: - Bd.F.17 Page No. 306
Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 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 IRC 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 IRC 35:2015).
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
Brooming the W.B.M. surface by wire Brushes, coir brushers, dusting, cleaning etc. for receiving the bituminous treatment complete. Brooming the water Bound Macadam surface by wire
Providing and constructing 75 mm. thick Modified Penetraction Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone layers metal 100% crusher broken metal with conical crusher plant , heating and spraying the bitumen of specified grade @ 2 kg / sqm , spreading 12mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat of specified grade of bitumen at the rate of 0.30 Kg Sqm. on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates)
BITUMINOUS MACADAM:--Providing and laying bituminous macadam using crushed aggregate of Grading 1, premixed with bituminous binder, transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 80/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27 2009 specified conditions and attachments such as electronic load sensor based belt conveyers,automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver,and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen 3.30% of specified grade (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 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)
Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates)
Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates areconsidered to arrive at rates)
Testing Charges for conducting CONCRETE Compressive Strength OF Cement Concrete Cube (Set of 3 cubes) test.
Testing Charges for conducting G.I. PIPES Test for Weight per running meter,Diameter of pipe & wall thickness of pipe.
Testing Charges for conducting G.I. PIPES Weight of Zinc coating per square metre test.
Testing Charges for conducting P.V.C. PIPES (NONPLASTISIZED) Test for Weight per running meter,Diameter of pipe & wall thickness of pipe.
Royalty Charges
Surcharge 2% on Royalty Charges
Mangesh Vasant Khade (BID ID -6395596)
Gurudev Balasaheb Borhade (BID ID -6395586)
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