Directorate Of Municipal Administration Tender
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Directorate Of Municipal Administration - DMA Tender
Eprocure
Opening Date
6 Aug 2019Closing Date
23 Aug 2019Tender Amount
₹ 3,02,49,724Costs
EMD
₹ 1,51,250Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_DMA_472207_1Bid Award Id
ViewTender No
CMC/Works/VRA/1505/2019Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://https://mahadma.maharashtra.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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 with Grading-I, using Screening Type A (13.2 mm Aggregate)
240
-
1655.65
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 with Grading-II, using Screening Type-B.
120
-
1885.35
Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete
580.2
-
161.65
Providing soling using 80mm size trap metal in 15 cm. layer including filling voids with crushed sand /grit ramming, watering complete.
100.2
-
1121
Providing and laying Cast in situ/ Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With Natural Sand.
160
-
4563.55
Providing and laying in situ cement concrete M-30 with tremix treatment for 200 mm thickness for Concrete Road including laying plastic sheet of 125 micron with groove cutting of 4 mm wide and 20 mm deep, with necessary refilling with bitumen (excluding reinforcement) with Natural Sand etc. complete.
320
-
7410.55
Providing and fixing heavy duty inter locking concrete Rubber Mould Glossy Paving Blocks of 60 millimeter thickness of having a strength of 400 Kg/sq.m of approved quality and shape on a bed of crushed sand of 25 to 30 millimeter thick including striking joints and cleaning etc. complete using 100% crushed sand.
668
-
772.3
Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter (as per IRC:86-1983) embedded 125 mm below ground level over M-10 P.C.C. finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff anywhere in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant.
800
-
371.9
Providing 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 1.20 m. x 0.90 m. size made out 18 gauge (1.25 mm.) 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 35 mm. x 35 mm. x 3 mm. 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.
1
-
2863.15
Add 12% for G.S.T.
1
-
578267.76
Additional Royalty Charges
1
-
49610.35
Quality Control Testing Charges
1
-
59300
Total Amount
1
-
-
Proposed Under Ground Rainwater Gutter Along Old Pune Nashik Road From Pune Nashik Highway To Manik Chowk To Shikrapur Road Nala,Chakan.
1
-
1
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 m and spreading for embankment or stacking as directed.
499.8
-
74.6
Excavation for roadway in hard 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 m and spreading for embankment or stacking as directed.
357
-
70.2
Excavation for roadway in hard rock by wedging and chiselling or line drilling including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 m and spreading for embankment or stacking as directed.
142.8
-
511.2
Providing and constructing Brick Masonry intercepting trap Chamber 90cm x 45cm fixed in cement concrete with R.C.C. cover.
46
-
10078.15
Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete
187.82
-
161.65
Providing 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 1.20 m. x 0.90 m. size made out 18 gauge (1.25 mm.) 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 35 mm. x 35 mm. x 3 mm. 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.
1
-
2863.15
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete.
107.1
-
70.4
Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints,including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, inspection charges, transport to departmental stores/ site, unloading and stacking etc. complete as per IS-458/1988 Note: One collar should be supplied with each full length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below (Class 'NP-II' 450 mm Dia) (Rubber ring Joint)
680
-
945
Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. (Class 'NP-II' 450 mm Dia) (Rubber ring Joint)
680
-
198
Hydraulic testing of RCC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. New item (Class 'NP-II' 450 mm Dia) (Rubber ring Joint)
0.68
-
22000
Refillina 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
704.68
-
70.4
Add 12% for G.S.T.
1
-
75859.8
Additional Royalty Charges
1
-
3511
Total Amount
1
-
-
Proposed Road Widening(Concrete Widening) And Footpath For Old Pune Nashik Highway From Manik Chowk To Wavhal Hardware,Chakan.
1
-
1
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 m and spreading for embankment or stacking as directed.
568.5
-
74.6
Excavation for roadway in hard 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 m and spreading for embankment or stacking as directed.
348.04
-
70.2
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 with Grading-I, using Screening Type A (13.2 mm Aggregate)
208.82
-
1655.65
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 with Grading-II, using Screening Type-B.
104.41
-
1885.35
Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete
568.5
-
161.65
Providing soling using 80mm size trap metal in 15 cm. layer including filling voids with crushed sand /grit ramming, watering complete.
150.93
-
1121
Providing and laying Cast in situ/ Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With Natural Sand.
139.21
-
4563.55
Providing and laying in situ cement concrete M-30 with tremix treatment for 200 mm thickness for Concrete Road including laying plastic sheet of 125 micron with groove cutting of 4 mm wide and 20 mm deep, with necessary refilling with bitumen (excluding reinforcement) with Natural Sand etc. complete.
278.43
-
7410.55
Providing and fixing heavy duty inter locking concrete Rubber Mould Glossy Paving Blocks of 60 millimeter thickness of having a strength of 400 Kg/sq.m of approved quality and shape on a bed of crushed sand of 25 to 30 millimeter thick including striking joints and cleaning etc. complete using 100% crushed sand.
1006.2
-
772.3
Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter (as per IRC:86-1983) embedded 125 mm below ground level over M-10 P.C.C. finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff anywhere in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant.
1720
-
371.9
Providing 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 1.20 m. x 0.90 m. size made out 18 gauge (1.25 mm.) 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 35 mm. x 35 mm. x 3 mm. 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.
1
-
2863.15
Add 12% for G.S.T.
1
-
598651.78
Additional Royalty Charges
1
-
52172.83
Quality Control Testing Charges
1
-
59300
Total Amount
1
-
-
Proposed Under Ground Rainwater Gutter Along Old Pune Nashik Road From Manik Chowk To Wavhal Hardware,Chakan,Chakan.
1
-
1
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 m and spreading for embankment or stacking as directed.
412.8
-
74.6
Excavation for roadway in hard 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 m and spreading for embankment or stacking as directed.
309.6
-
70.2
Excavation for roadway in hard rock by wedging and chiselling or line drilling including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 m and spreading for embankment or stacking as directed.
137.6
-
511.2
Providing and constructing Brick Masonry intercepting trap Chamber 90cm x 45cm fixed in cement concrete with R.C.C. cover.
46
-
10078.15
Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete
131.36
-
161.65
Providing 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 1.20 m. x 0.90 m. size made out 18 gauge (1.25 mm.) 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 35 mm. x 35 mm. x 3 mm. 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.
1
-
2863.15
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete.
103.2
-
70.4
Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints,including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, inspection charges, transport to departmental stores/ site, unloading and stacking etc. complete as per IS-458/1988 Note: One collar should be supplied with each full length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below (Class 'NP-II' 300 mm Dia) (Rubber ring Joint)
860
-
541
Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. (Class 'NP-II' 300 mm Dia) (Rubber ring Joint)
860
-
126.5
Hydraulic testing of RCC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. New item (Class 'NP-II' 300 mm Dia) (Rubber ring Joint)
0.86
-
14300
Refillina 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
625.44
-
70.4
Add 12% for G.S.T.
1
-
73267.44
Additional Royalty Charges
1
-
3511
Total Amount
1
-
-
Proposed Road Widening(Concrete Widening) And Footpath For Old Pune Nashik Highway From Wavhal Hardware To Mahatma Phule Chowk,Chakan.
1
-
1
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 m and spreading for embankment or stacking as directed.
519.17
-
74.6
Excavation for roadway in hard 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 m and spreading for embankment or stacking as directed.
311.25
-
70.2
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 with Grading-I, using Screening Type A (13.2 mm Aggregate)
186.75
-
1655.65
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 with Grading-II, using Screening Type-B.
93.37
-
1885.35
Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete
519.17
-
161.65
Providing soling using 80mm size trap metal in 15 cm. layer including filling voids with crushed sand /grit ramming, watering complete.
145.67
-
1121
Providing and laying Cast in situ/ Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With Natural Sand.
124.5
-
4563.55
Providing and laying in situ cement concrete M-30 with tremix treatment for 200 mm thickness for Concrete Road including laying plastic sheet of 125 micron with groove cutting of 4 mm wide and 20 mm deep, with necessary refilling with bitumen (excluding reinforcement) with Natural Sand etc. complete.
249
-
7410.55
Providing and fixing heavy duty inter locking concrete Rubber Mould Glossy Paving Blocks of 60 millimeter thickness of having a strength of 400 Kg/sq.m of approved quality and shape on a bed of crushed sand of 25 to 30 millimeter thick including striking joints and cleaning etc. complete using 100% crushed sand.
959.4
-
772.3
Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter (as per IRC:86-1983) embedded 125 mm below ground level over M-10 P.C.C. finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff anywhere in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant.
1660
-
371.9
Providing 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 1.20 m. x 0.90 m. size made out 18 gauge (1.25 mm.) 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 35 mm. x 35 mm. x 3 mm. 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.
1
-
2863.15
Add 12% for G.S.T.
1
-
548109.38
Additional Royalty Charges
1
-
48170.41
Quality Control Testing Charges
1
-
59300
Total Amount
1
-
-
Proposed Under Ground Rainwater Gutter Along Old Pune Nashik Road From Wavhal Hardware To Mahatma Phule Chowk,Chakan.
1
-
1
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 m and spreading for embankment or stacking as directed.
398.4
-
74.6
Excavation for roadway in hard 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 m and spreading for embankment or stacking as directed.
298.8
-
70.2
Excavation for roadway in hard rock by wedging and chiselling or line drilling including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 m and spreading for embankment or stacking as directed.
132.8
-
511.2
Providing and constructing Brick Masonry intercepting trap Chamber 90cm x 45cm fixed in cement concrete with R.C.C. cover.
44
-
10078.15
Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete
126.16
-
161.65
Providing 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 1.20 m. x 0.90 m. size made out 18 gauge (1.25 mm.) 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 35 mm. x 35 mm. x 3 mm. 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.
1
-
2863.15
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete.
99.6
-
70.4
Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints,including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, inspection charges, transport to departmental stores/ site, unloading and stacking etc. complete as per IS-458/1988 Note: One collar should be supplied with each full length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below (Class 'NP-II' 300 mm Dia) (Rubber ring Joint)
830
-
541
Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. (Class 'NP-II' 300 mm Dia) (Rubber ring Joint)
830
-
126.5
Hydraulic testing of RCC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. New item (Class 'NP-II' 300 mm Dia) (Rubber ring Joint)
0.83
-
14300
Refillina 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
604.24
-
70.4
Add 12% for G.S.T.
1
-
70233.48
Additional Royalty Charges
1
-
3358
Total Amount
1
-
-
Proposed Road Widening(Concrete Widening) And Footpath For Old Pune Nashik Highway From Mahatma Phule Chowk To Market Yard,Chakan.
1
-
1
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 m and spreading for embankment or stacking as directed.
650
-
74.6
Excavation for roadway in hard 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 m and spreading for embankment or stacking as directed.
390
-
70.2
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 with Grading-I, using Screening Type A (13.2 mm Aggregate)
234
-
1655.65
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 with Grading-II, using Screening Type-B.
117
-
1885.35
Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete
650
-
161.65
Providing soling using 80mm size trap metal in 15 cm. layer including filling voids with crushed sand /grit ramming, watering complete.
182.52
-
1121
Providing and laying Cast in situ/ Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With Natural Sand.
156
-
4563.55
Providing and laying in situ cement concrete M-30 with tremix treatment for 200 mm thickness for Concrete Road including laying plastic sheet of 125 micron with groove cutting of 4 mm wide and 20 mm deep, with necessary refilling with bitumen (excluding reinforcement) with Natural Sand etc. complete.
312
-
7410.55
Providing and fixing heavy duty inter locking concrete Rubber Mould Glossy Paving Blocks of 60 millimeter thickness of having a strength of 400 Kg/sq.m of approved quality and shape on a bed of crushed sand of 25 to 30 millimeter thick including striking joints and cleaning etc. complete using 100% crushed sand.
1216.8
-
772.3
Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter (as per IRC:86-1983) embedded 125 mm below ground level over M-10 P.C.C. finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff anywhere in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant.
2080
-
371.9
Providing 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 1.20 m. x 0.90 m. size made out 18 gauge (1.25 mm.) 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 35 mm. x 35 mm. x 3 mm. 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.
1
-
2863.15
Add 12% for G.S.T.
1
-
688059.78
Additional Royalty Charges
1
-
60359.24
Quality Control Testing Charges
1
-
59300
Total Amount
1
-
-
Proposed Under Ground Rainwater Gutter Along Old Pune Nashik Road From Mahatma Phule Chowk To Market Yard,Chakan.
1
-
1
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 m and spreading for embankment or stacking as directed.
499.2
-
74.6
Excavation for roadway in hard 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 m and spreading for embankment or stacking as directed.
374.4
-
70.2
Excavation for roadway in hard rock by wedging and chiselling or line drilling including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 m and spreading for embankment or stacking as directed.
166.4
-
511.2
Providing and constructing Brick Masonry intercepting trap Chamber 90cm x 45cm fixed in cement concrete with R.C.C. cover.
54
-
10078.15
Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete
156.33
-
161.65
Providing 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 1.20 m. x 0.90 m. size made out 18 gauge (1.25 mm.) 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 35 mm. x 35 mm. x 3 mm. 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.
1
-
2863.15
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete.
124.8
-
70.4
Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints,including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, inspection charges, transport to departmental stores/ site, unloading and stacking etc. complete as per IS-458/1988 Note: One collar should be supplied with each full length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below (Class 'NP-II' 300 mm Dia) (Rubber ring Joint)
1040
-
541
Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. (Class 'NP-II' 300 mm Dia) (Rubber ring Joint)
1040
-
126.5
Hydraulic testing of RCC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. New item (Class 'NP-II' 300 mm Dia) (Rubber ring Joint)
1.04
-
14300
Refillina 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
758.87
-
70.4
Add 12% for G.S.T.
1
-
86512.92
Additional Royalty Charges
1
-
4121
Total Amount
1
-
-
Proposed WBM And Asphalting Of Old Pune Nashik Highway From Market Yard To New Pune Nashik Highway,Gore Wasti Chakan.
1
-
1
Picking the B.T.road surface including sectioning complete.
1650
-
27.45
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 m and spreading for embankment or stacking as directed.
123.75
-
74.6
Excavation for roadway in hard 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 m and spreading for embankment or stacking as directed.
123.75
-
70.2
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 with Grading-I, using Screening Type A (13.2 mm Aggregate)
123.75
-
1655.65
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 with Grading-II, using Screening Type-B.
61.87
-
1885.35
Providing and applying tack coat on the prepared surface heating by flames in boiler and spraying bitumen set footed in bitumen boiler on B.T. surface at 2.50 Kg per 10 Square Metre using VG-30 grade bulk bitumen.
2475
-
8.95
Providing 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 VG-30 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 applying tack coat of VG 10 grade bitumen at the rate of 0.30 kg per square metre on existing bitumen surface.
2475
-
216.15
Providing and Laying Open Graded Premix Surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 VG- 30 Bitumen, including providing and laying seal coat sealing voids in a bituminious surface laid to the specified level and cross fall using Type”A”seal coat but excluding prime/tack coat, using Bitumen VG-30 bulk bitumen and using 80 Tonne Per Hour Batch mix type hot mix plant with SCADA, Ordinary Paver and Vibratory roller.
2475
-
145
Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete
123.75
-
161.65
Providing 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 1.20 m. x 0.90 m. size made out 18 gauge (1.25 mm.) 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 35 mm. x 35 mm. x 3 mm. 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.
1
-
2863.15
Add 12% for G.S.T.
1
-
158833.2
Additional Royalty Charges
1
-
24922
Quality Control Testing Charges
1
-
29800
Total Amount
1
-
-
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