Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date13 Sep 2024
Closing Date21 Sep 2024
Tender Amount₹ 1,60,09,006
Costs
EMD
₹ 1,50,000Document Cost
₹ 1,180Tender Fee
₹ 500
Summary
Construction Of Minor Bridge On Existing Pipe Drain On Sh-1 Sangvi Horyapani Varzadi Road Mdr-64 Km. 14/100 And 14/900 And Construction Of Protection Wall On Required Lane In Km. 14/00 To 18/00, Tal Shirpur, Dist. Dhule (section-varzadi To Shirpur)
Description
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Contact
Tender Id
2024_PWR_1084357_9Bid Award Id
ViewTender No
E-Tender Notice No.16 For 2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.maharashtra.gov.in/
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Documents
BOQ Items
Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed et-cetra complete.a) Upto 1.50 meter lift Normal Rate b) 1.50 meter to 3.00 meter lift, Add 10 percent c) 3.00 meter to 4.50 meter lift, Add 20 percent d) 4.50 meter to 6.0 meter lift, Add 30 percent.
35.39
10921
308.59
Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed et-cetra complete. a) Upto 1.50 meter lift Normal Rate b) 1.50 meter to 3.00 meter lift, Add 10 percent c) 3.00 meter to 4.50 meter lift, Add 20 percent d) 4.50 meter to 6.0 meter lift, Add 30 percent.
53.21
31979
601
Providing dry or trap or granite or quartzite or gneiss rubble stone soling 15 centimeter to 20 centimeter thick including hand packing and compacting et-cetra complete.
156.09
326836
2093.9
Providing and laying in situ or ready mix or ready mix Mix-15 cement concrete of trap metal in foundation including necessary centering, formwork, bailing out water, compacting and curing et-cetra complete. (with fully automatic micro processor based Programmable Logic Controller without Supervisory control and data acquisition enabled with reversible drum type mixer or concrete batch mix plant (pan mixer) with natural or artifical sand)
77.87
546103
7013.01
Providing cast in situ or ready mix Mix-20 grade cement concrete for head walls of Cross Drainag work or retaining walls et-cetra including necessary form work, compaction, finishing and curing et-cetra complete. (with reversible drum type mixer or concrete batch mix plant (pan mixer) without Supervisory control and data acquisition.
1150.27
12680737
11024.14
Providing dry rubble stone pitching 23 centimeter (about 9 ) thick including all material, quarry spalls, labour et-cetra complete.
565.11
328464
581.24
Providing and laying in situ or ready mix Mix-25 controlled cement concrete of trap metal for Reinforced Cement Concrete work in solid or deck slab et-cetra including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement et-cetra complete. (with fully automatic micro processor based Programmable Logic Controller without Supervisory control and data acquisition enabled concrete batch mix plant or pan mixer and fine agreegates of required specifications ( Vertical Shaft Impact sand finely washed et-cetra) i)Height up to 5 meter, normal rate. ii) Height 5 to 7.50 meter, add 5 percent extra over basic rate iii) Height 7.50 to 10 meter, 7.50 percent extra iv) Over 10 meter Height, add 10 percent extra for every 2.50 meter rise.
23.01
285275
12397.88
Providing, cutting, bending, hooking, tying and laying in position Thermo Mechanically Treated Ferrous 500 steel bars for reinforcement for all Reinforced Cement Concrete works as per detailed drawings et-cetra complete.
2.07
197684
95499.53
Providing and laying weep holes of 100 milimeter diameter Polyvinyl chloride pipes as per drawing for abutment returns, return walls et-cetra Complete.
252.5
145215
575.11
Providing tar paper bearing including laying in proper position et-cetra complete.
14.31
1528
106.82
Back filling behind abutment, wing wall and return wall as per drawings and technical specifications et-cetra complete. (by granular material)
44.64
64668
1448.66
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 et-cetra complete.
55.8
124474
2230.72
Excavation for catch or 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.
864
110937
128.4
Providing earth work in embankment with approved materials obtained from departmental land 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 and section, watering and compaction with vibratory roller to achieve not less than 97 percent of standard proctor density et-cetra complete ( Material obtained from departmental Land)
464.69
112817
242.78
Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 meter, not less than 97 percent of standard Proctor density after laying them in layers of 20 centimeter to 30 centimeter with Power roller.
86.4
7364
85.24
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 B (11.2 milimeter) Aggregate)
18
53273
2959.66
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 II (Using Screening Type B (11.2 milimeter) Aggregate)
9
26636
2959.66
Supplying hard murum or kankar at the road site, including conveying and stacking complete.
24
19203
800.14
Spreading hard murum or soft murrum or gravel or kankar for side width complete.
24
2045
85.24
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering et-cetra complete.
120
2719
22.66
Providing and constructing 75 milimeter thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 milimeter stone metal layers 100 percent crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade at 2 Kg per square meter, spreading 12 milimeter size chips compacting with three wheel static roller having weight 8 to 10 Metric Tonne to achive the desired degree of compaction as per Technical Specification Clause 506 et-cetra complete. Including picking of existing Water Bound Macadam surface. (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates)
120
41977
349.81
Open Graded Premix Surfacing- Providing and Laying Open Graded Carpet 20 milimeter thickness composed of 13.2 milimeter to 5.6 milimeter aggregates premixed with bituminous binder transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but including Tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant withtout Supervisory control and data acquisition, Paver and Vibratory roller ( Over Modified Penetration Macadam Surface) (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates)
120
27608
230.07
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 at 0.98 Kilogram Square meter by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 Metric Tonne et-cetra complete. (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates)
120
9652
80.44
Construction of diversion et-cetra complete.
60
332175
5536.25
Water Absorption, Specific Gravity, Impact Value or Crushing Value for Crushed metal.
1
2730
2730
Sieve Analysis for Crushed metal.
1
725
725
Abrasion Value for Crushed metal.
1
1230
1230
Flakiness Index and Elongation Index for Crushed metal.
1
895
895
Stripping Value. (for Bituminous Work) for Crushed metal.
1
780
780
Soundness for Crushed metal.
1
2620
2620
Silt test and Gradetion for Sand.
1
1450
1450
Standard Consistancy Fineness, Specific Gravity, Setting Time (Initial and Final), Compressive Strength, Soundness for Cement.
1
3960
3960
Compressive Strength (Cube Test) for Cement Concrete.
2
1450
725
Concrete Mix Design (with all test on basic test) for Cement Concrete.
1
14445
14445
Mix Design Mix-25 for Job Mix Design (With all Test on basic materials).
1
14445
14445
Liquid and plastic limit for Murum.
1
1230
1230
Penetration, Softening Point, Flash and Fire Point, Specific Gravity for Bitumen Viscosity Grade-30
1
3290
3290
Royalty Charges for Sand (Royalty + Surcharge (2 percent) + District Mineral Foundation Cess (10 percent) 211.95 + 4.23 + 21.19 = 237.37 per Cubic Meter.
556.76
132158
237.37
Royalty Charges for other material Royalty + Surcharge (2 percent) 211.95 + 4.23 = 216.18 or Cubic Meter.
881.32
190523
216.18
Evaluation Notes How It Works ?
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