Jhansi Development Authority Tender
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Jhansi Development Authority - JDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date4 Jul 2024
Closing Date16 Jul 2024
Tender Amount₹ 3,05,47,037
Costs
EMD
₹ 17,27,352Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPJDA_935476_1Bid Award Id
ViewTender No
586/JDA/2024-25Tender Authority
Jhansi Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. si no 16.82
60
1691
28.19
Excavation in foundation in soil mixed with moorum/shingle/kankar requiring the use of spacial T&P such as pickaxas, sabbalsetc. including lift upto 1.5 meter (5 fts.) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the tranches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Egineer-in-charge upto a distance of 30 m (100 fts) from the foundation trenches.
SOR No 252
68.75
12237
178
By Mix in Place Method Construction of granular sub-base by providing course graded material spreading in uniform layers with moter grader on prepared surface mixing by mix in place method with rotovator at omc and compacting with vibratory roller to achieve the desired density complete as per clause 401.(Excluding GST)
260.74
427222
1638.5
Providing and Laying spreading and compaction graded stone aggregate wet mix macadom specification including premixing the material with water at OMC in machanical mix plant carriege of mixed material by tipper to site, laying in uniform layers with paver finisher in Sub-base /base course on well prepared surface and compaction with vibatory rollers to achiev the desired density. si no 15/SI-40
68.75
120498
1752.7
Low Porasity providing and appling Primer Coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of raod surface any spraying primer at the rate 0.70 kg/Sqm using mechanical means. As per M.O.R.T.&H. specification clause 5.1 SI No -502.
550
21835
39.7
Tack Coat-I
providing and applying Tack Coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surface cleaned with mechincal broom.
3565
74152
20.8
providing and laying Dense Graded Bitumenous Macadam grade-I (D.B.M.) with 60-90 TPH batch type hot mix plant conducing an average output of 75 tones per hour using aggregate of specified grading premix with bitumenous under VG-30 @ 4% by wieght of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic pave finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction, As per M.O.R.T.& H. Specifications clause 507
222.4
1909971
8588
Tack Coat-II
Providing and applying Tack Coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface cleaned with mechincal broom.
3565
64170
18
Providing and laying Bitumenous concrete with 100/120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregate of spacified grading premixed with bitumenous binder 5.40 percent by weight of total mix and filler transporting the hot mix to work site laying with hydrostatics paver finisher with senser control to the required grade level and aligment rolling with smooth wheeled vibratory and tendem rollers to achiev the desired compaction as per MORTH spacification clause no.508 SI no.509 complete in all respects.
142.6
1447247
10149
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature,
jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
12.24
91723
7493.79
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
17.83
5589
313.5
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.
2607.35
2190174
840
Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
409.92
182414
445
Supply and fixing of pavement maker (Cat Eye) Type X ASTMD-4956-04 Avery dennison /3-M (USA Maker) consisting of ASA plastic housing fitted with lightly adherent plotting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light i/c all tax. (S.I. no. 11).
387
125775
325
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
82.4
16348
198.4
Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge.
Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm
20
99979
4998.98
Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm
17
62254
3662
Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-Charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge. (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). Overhead informatory road signage
3
14640
4880.31
PART B ( KACHERI CHAURAHA) Demolishing brick work/ Stone Work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.As per sor no 693
48.96
10036
205
Excavation in foundation in soil mixed with moorum/shingle/kankar requiring the use of spacial T&P such as pickaxas, sabbalsetc. including lift upto 1.5 meter (5 fts.) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the tranches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Egineer-in-charge upto a distance of 30 m (100 fts) from the foundation trenches. SOR No 252
14.96
2662
178
By Mix in Place Method Construction of granular sub-base by providing course graded material spreading in uniform layers with moter grader on prepared surface mixing by mix in place method with rotovator at omc and compacting with vibratory roller to achieve the desired density complete as per clause 401.(Excluding GST)
117.35
192277
1638.5
Tack Coat-I
providing and applying Tack Coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surface cleaned with mechincal broom.
4692.5
97604
20.8
providing and laying Dense Graded Bitumenous Macadam grade-I (D.B.M.) with 60-90 TPH batch type hot mix plant conducing an average output of 75 tones per hour using aggregate of specified grading premix with bitumenous under VG-30 @ 4% by wieght of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic pave finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction, As per M.O.R.T.& H. Specifications clause 507
375.4
3223935
8588
Tack Coat-II
Providing and applying Tack Coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface cleaned with mechincal broom.
4692.5
84465
18
Providing and laying Bitumenous concrete with 100/120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregate of spacified grading premixed with bitumenous binder 5.40 percent by weight of total mix and filler transporting the hot mix to work site laying with hydrostatics paver finisher with senser control to the required grade level and aligment rolling with smooth wheeled vibratory and tendem rollers to achiev the desired compaction as per MORTH spacification clause no.508 SI no.509 complete in all respects.
187.7
1904967
10149
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
7.07
52981
7493.79
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.
1141.5
958860
840
Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
333.66
148478
445
Supply and fixing of pavement maker (Cat Eye) Type X ASTMD-4956-04 Avery dennison /3-M (USA Maker) consisting of ASA plastic housing fitted with lightly adherent plotting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light i/c all tax. (S.I. no. 11).
305
99125
325
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
412
81740
198.4
Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge.
16
79983
4998.98
Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm
14
51268
3662
Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-Charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge. (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). Overhead informatory road signage
8
39042
4880.31
PART C ( AGRASEN CHAURAHA) Demolishing brick work/ Stone Work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.As per sor no 693
82.94
17002
205
Scaraping mettalled (water-bound) Road surface including disposal of rubbish lead up to 50 m and consolidation of te aggregate received from scarifying with power rad roller of 8 to 10 tonne capacity. A/R
150
1995
13.3
Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. si no 16.82
200
5638
28.19
Excavation in foundation in soil mixed with moorum/shingle/kankar requiring the use of spacial T&P such as pickaxas, sabbalsetc. including lift upto 1.5 meter (5 fts.) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the tranches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Egineer-in-charge upto a distance of 30 m (100 fts) from the foundation trenches.
SOR No 252
13.73
2443
178
By Mix in Place Method Construction of granular sub-base by providing course graded material spreading in uniform layers with moter grader on prepared surface mixing by mix in place method with rotovator at omc and compacting with vibratory roller to achieve the desired density complete as per clause 401.(Excluding GST)
148.52
243350
1638.5
Providing and Laying spreading and compaction graded stone aggregate wet mix macadom specification including premixing the material with water at OMC in machanical mix plant carriege of mixed material by tipper to site , laying in uniform layers with paver finisher in Sub-base /base course on well prepared surface and compaction with vibatory rollers to achiev the desired density. 15/SI-406
18.75
32863
1752.7
Low Porasity providing and appling Primer Coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of raod surface any spraying primer at the rate 0.70 kg/Sqm using mechanical means. As per M.O.R.T.&H. specification clause 5.1 SI No -502.
150
5955
39.7
Tack Coat-I
providing and applying Tack Coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surface cleaned with mechincal broom.
4738
98550
20.8
providing and laying Dense Graded Bitumenous Macadam grade-I (D.B.M.) with 60-90 TPH batch type hot mix plant conducing an average output of 75 tones per hour using aggregate of specified grading premix with bitumenous under VG-30 @ 4% by wieght of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic pave finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction, As per M.O.R.T.& H. Specifications clause 507
379.04
3255195
8588
Tack Coat-II
Providing and applying Tack Coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface cleaned with mechincal broom.
4738
85284
18
Providing and laying Bitumenous concrete with 100/120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregate of spacified grading premixed with bitumenous binder 5.40 percent by weight of total mix and filler transporting the hot mix to work site laying with hydrostatics paver finisher with senser control to the required grade level and aligment rolling with smooth wheeled vibratory and tendem rollers to achiev the desired compaction as per MORTH spacification clause no.508 SI no.509 complete in all respects.
189.52
1923438
10149
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
9
67444
7493.79
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.
1505.2
1264368
840
Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
851.13
378750
445
Supply and fixing of pavement maker (Cat Eye) Type X ASTMD-4956-04 Avery dennison /3-M (USA Maker) consisting of ASA plastic housing fitted with lightly adherent plotting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light i/c all tax. (S.I. no. 11).
375
121875
325
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
493
97811
198.4
Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge.
Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm
16
79983
4998.98
Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm
18
65916
3662
Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-Charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge. (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).
4
19521
4880.31
PART D (JAIL CHAURAHA) Demolishing brick work/ Stone Work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.As per sor no 693
74.8
15334
205
Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
100
2819
28.19
Excavation in foundation in soil mixed with moorum/shingle/kankar requiring the use of spacial T&P such as pickaxas, sabbalsetc. including lift upto 1.5 meter (5 fts.) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the tranches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Egineer-in-charge upto a distance of 30 m (100 fts) from the foundation trenches.
SOR No 252
75.79
13490
178
By Mix in Place Method Construction of granular sub-base by providing course graded material spreading in uniform layers with moter grader on prepared surface mixing by mix in place method with rotovator at omc and compacting with vibratory roller to achieve the desired density complete as per clause 401.(Excluding GST)
208.5
341627
1638.5
Tack Coat-I
providing and applying Tack Coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surface cleaned with mechincal broom.
5275
109720
20.8
providing and laying Dense Graded Bitumenous Macadam grade-I (D.B.M.) with 60-90 TPH batch type hot mix plant conducing an average output of 75 tones per hour using aggregate of specified grading premix with bitumenous under VG-30 @ 4% by wieght of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic pave finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction, As per M.O.R.T.& H. Specifications clause 507
422
3624136
8588
Tack Coat-II
Providing and applying Tack Coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface cleaned with mechincal broom.
5275
94950
18
Providing and laying Bitumenous concrete with 100/120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregate of spacified grading premixed with bitumenous binder 5.40 percent by weight of total mix and filler transporting the hot mix to work site laying with hydrostatics paver finisher with senser control to the required grade level and aligment rolling with smooth wheeled vibratory and tendem rollers to achiev the desired compaction as per MORTH spacification clause no.508 SI no.509 complete in all respects.
211
2141439
10149
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
11.89
89101
7493.79
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.
2156.5
1811460
840
Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
441.55
196489
445
Supply and fixing of pavement maker (Cat Eye) Type X ASTMD-4956-04 Avery dennison /3-M (USA Maker) consisting of ASA plastic housing fitted with lightly adherent plotting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light i/c all tax. (S.I. no. 11).
431
140075
325
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
186.3
36961
198.4
Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge.
Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm
20
99979
4998.98
Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm
25
91550
3662
Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-Charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge. (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).
9
43922
4880.31
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