Asphalting Of Road Near G.No.43 At New Water Purification Center And In Front Of Canal For Baramati Municipal Council, Baramati, Dist. - Pune.

Tender Notice

28141884
Corrigendum : Asphalting Of Road Near G.No.43 At New Water Purification Center And In Front Of Canal For Baramati Municipal Council, Baramati, Dist. - Pune.
Indian
Maharashtra
14-07-2021
21-07-2021
26-07-2021

Tender Details

Asphalting Of Road Near G.No.43 At New Water Purification Center And In Front Of Canal For Baramati Municipal Council, Baramati, Dist. - Pune.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 05-Jul-2021 Date ExtesionA Date 14-07-2021
2 14-Jul-2021 Date Extesion Date 21-07-2021

Key Value

Document Fees
INR 1200 /-
EMD
INR 164740.00 /-
Tender Value
Refer document

BOQ Items

Name of Work: Ashphalting of Roads Near Gat No.43, at New Water Purification Centre and in front of Canalfor Baramati Municipal Council, Baramati Dist.- Pune.
Sl. No. Item Description
1Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to therequired 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. (SSR Item No-2.11)
2Conveying the excavated material obtained from Road cutting including all lifts for a lead up to 3.00kms. (SSR P. No. 483)
3Supplying hard murum/ kankar at the road site, including conveying and stackingcomplete. SSR Item No. 2.29a
4Spreading hard murum for side width etc. complete. SSR Item No 2.30
5Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. SSR Item No 2.31
6Construction 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. SSR Item No 3.01
7Providing, 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). SSR Item No 3.18
8Providing, 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 mm) Aggregate) SSR Item No 3.20
9Providing 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 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates). SSR Item No 3.31
10Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.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 picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates) SSR Item No 3.35a
11Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm 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 but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant, Paver and Vibratory roller (Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) SSR I. No 4.12
12Providing 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 are considered to arrive at rates) SSR I. No 4.01
13Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. SSR Item No 11.08
14Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.SSR Item No 21.38
15Providing and laying in situ / ready mix cement concrete of M10 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) SSR Item No 11.02
16Providing and casting in situ / ready mixM10 grade cement concrete forhead walls of CD work/retaining wall etc. including necessary form work, compaction, finishingand curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with Natural / VSI standard Artificial Sand) . SSR Item No 11.28
17Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600mm diameter in proper line, level and slope etc. complete.SSR Item No 11.14
18Providing and laying cement concrete pipe of IS 458:2003 NP-4 class of 1200mm diameter in proper line, level and slope etc. complete.SSR Item No 11.21
19Providing and fixing board displaying information, such as "Name of work, Tender cost, Name of Contractor, Work completion and liability period etc", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge. SSR Item No 6.36
20Testing Charges For Murum, Sieve Analysis test.
21Testing Charges for Basic test of Aggregate Water absorption, Specific Gravity, Impact value, Crushing value
22Fineness modulus ( Sieve Analysis), silt and claycontent
23Compressive Strength of CC cube ( set of 3 Cubes )
24Testing Charges for BITUMEN BITUMEN Penetration, Softening point, Flash & Fire Point and Specific Gravity test
25Testing Charges for Tack coat BITUMEN Viscosity test
26Testing Charges for OGC-20mm, Basic test of Aggregate Water absorption, Specific Gravity, Impact value, Crushing value
27Testing Charges for MPM Basic test of Aggregate Abrasion Value test
28Testing Charges for BITUMEN Extraction Test
29Royalty Charges
30Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to therequired 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. (SSR Item No-2.11
31Conveying the excavated material obtained from Road cutting including all lifts for a lead up to 3.00kms. (SSR P. No. 483)
32Supplying hard murum/ kankar at the road site, including conveying and stackingcomplete. SSR Item No. 2.29a
33Spreading hard murum for side width etc. complete. SSR Item No 2.30
34Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. SSR I. No 2.31
35Construction 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. SSR I. No 3.01
36Providing, 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). SSR I. No 3.18
37Providing, 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 mm) Aggregate) SSR I. No 3.20
38Providing 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 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates). SSR I No 3.31
39Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.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 picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates) SSR Item No 3.35a
40Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm 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 but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant, Paver and Vibratory roller (Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) SSR I. No 4.12
41Providing 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 are considered to arrive at rates) SSR I. No 4.01
42Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.SSR I. No 21.38
43Providing and laying in situ / ready mix cement concrete of M10 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) SSR I. No 11.02
44Providing and casting in situ / ready mixM10 grade cement concrete forhead walls of CD work/retaining wall etc. including necessary form work, compaction, finishingand curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with Natural / VSI standard Artificial Sand) . SSR I No 11.28
45Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600mm diameter in proper line, level and slope etc. complete.SSR Item No 11.14
46Providing and fixing board displaying information, such as "Name of work, Tender cost, Name of Contractor, Work completion and liability period etc", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge. SSR Item No 6.36/P. No. 73
47Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. SSR Item No 11.08
48Testing Charges For Murum, Sieve Analysis test.
49Testing Charges for Basic test of Aggregate Water absorption, Specific Gravity, Impact value, Crushing value
50Fineness modulus ( Sieve Analysis), silt and claycontent
51Compressive Strength of CC cube ( set of 3 Cubes )
52Testing Charges for BITUMEN BITUMEN Penetration, Softening point, Flash & Fire Point and Specific Gravity test
53Testing Charges for Tack coat BITUMEN Viscosity test
54Testing Charges for OGC-20mm, Basic test of Aggregate Water absorption, Specific Gravity, Impact value, Crushing value
55Testing Charges for MPM Basic test of Aggregate Abrasion Value test
56Testing Charges for BITUMEN Extraction Test
57Royalty Charges
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