Public Works Department Tender

Construction of granular sub-base by providing coarse graded material grading-II, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, carriage from mix plant to site of work, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications

Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications

Providing and applying tack coat with penetration grade bitumen VG- 10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications

Providing and laying dense graded bituminous macadam (grading-II) 50mm to75mm thick with continuous type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5%, carriage of mix material to site of work laying with a paver finisher mechanical control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 505 of MORT&H specifications NOTES : - (i) Job mix formula for the dense bituminous macadam shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before adoption at site for execution. (ii) The specification of this item for analytic purpose is kept with bitumen content @ 4.50% weight of mix variation as compared with job mix formula shall be paid / deducted accordingly. The limits of variation shall be worked out with the approved formula. TECHNICAL NOTE : - i.) Apart from the confirmity with the grading and quantity requirement of invidual ingredients exhibited above the mix aggregate i.e.coarse and fine aggregate for dense bituminous concrete shall meet all requirements set forth clause 505 of MORT & H specifications. ii) The final grading for the aggregates required for dense bituminous macadam confirming to table 500.10 of MORT & H specifications shall be determined after getting the dense bituminous macadam designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60 % of material. The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set fourth in table 500-6 (addendum to latest revision). iii) The approved mix shall exhibit the following details, source and location of all material: - (a) Binder expressed as percentage by weight of total mix. (b) Course expressed as percentage by weight of total mix. (c) Crushed bajri expressed as percentage by weight of total mix. (d) Fine aggregate expressed as percentage by weight of total mix (e) A single definite percentage passing each sieve for mixed aggregates. (f) Density of dense bituminous macadam after compaction will be not less than 2.30 gm/CC.

Providing and laying bituminous concrete (grading-ii) 30mm to 45mm thick with continuous hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, carriage of mix material to site of work laying with a paver finisher mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications NOTES : - (i) Job mix formula for the dense bituminous macadam shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before adoption at site for execution. (ii) The specification of this item for analytic purpose is kept with bitumen content @ 5.4% weight of mix variation as compared with job mix formula shall be paid / deducted accordingly. The limits of variation shall be worked out with the approved formula. TECHNICAL NOTE : - i.) Apart from the confirmity with the grading and quantity requirement of invidual ingredients exhibited above the mix aggregate i.e.coarse and fine aggregate for dense bituminous concrete shall meet all requirements set forth clause 507 of MORT & H specifications. ii) The final grading for the aggregates required for dense bituminous macadam confirming to table 500.17 of MORT & H specifications shall be determined after getting the dense bituminous macadam designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60 % of material. The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set fourth in table 500-6 (addendum to latest revision). iii) The approved mix shall exhibit the following details, source and location of all material: - (a) Binder expressed as percentage by weight of total mix. (b) Course expressed as percentage by weight of total mix. (c) Crushed bajri expressed as percentage by weight of total mix. (d) Final aggregate expressed as percentage by weight of total mix (e) A single definite percentage passing each sieve for mixed aggregates. (f) Density of dense bituminous macadam after compaction will be not less than 2.35 gm/CC.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete

Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with cement contents 350kg per cum and coarse and fine aggregates conforming to IS:383 mixed with concrete mixer using weigh batcher, laid in position over 125 micron thick polythene sheet, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, including provision of contraction and expansion joints as required, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications

Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications

Cautionary sign board 900 x 900 x 900mm triangular as per IRC 67-2012 with high intensity microprismatic grade retro reflective sheeting type XI as per ASTM D 495609 and as per IRC 67-2012 fixed over 4mm thick aluminium composite material (ACM) sheeting having aluminimum skin thickness of 0.40 to 0.5mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200mm c/c to back support frame of 25x25x3mm angle iron supported on a mild steel angle iron post 65x65x6mm without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. A 10 years pre-qualification warrnaty as per clause 6.9 of IRC 67-2012 for TYPE XI retro reflective sheeting form the manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 incluidng 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted.

Mandatory sign board 900 mm circular as per IRC 67-2012 with high intensity microprismatic grade retro reflective sheeting type XI as per ASTM D 495609 and as per IRC 67-2012 fixed over 4mm thick aluminium composite material (ACM) sheeting having aluminimum skin thickness of 0.40 to 0.5mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200mm c/c to back support frame of 25x25x3mm angle iron supported on a mild steel angle iron post 65x65x6mm without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. A 10 years pre-qualification warrnaty as per clause 6.9 of IRC 67-2012 for TYPE XI retro reflective sheeting form the manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 incluidng 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted.

Place identification sign board 900x600 mm rectangular as per IRC 67-2012 with high intensity microprismatic grade retro reflective sheeting type XI as per ASTM D 495609 and as per IRC 67-2012 fixed over 4mm thick aluminium composite material (ACM) sheeting having aluminimum skin thickness of 0.40 to 0.5mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200mm c/c to back support frame of 25x25x3mm angle iron supported on two mild steel angle iron post 65x65x6mm firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. A 10 years pre-qualification warrnaty as per clause 6.9 of IRC 67-2012 for TYPE XI retro reflective sheeting form the manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 incluidng 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted.

Advance Direction sign board 900x900 mm rectangular as per IRC 67-2012 with high intensity microprismatic grade retro reflective sheeting type XI as per ASTM D 495609 and as per IRC 67-2012 fixed over 4mm thick aluminium composite material (ACM) sheeting having aluminimum skin thickness of 0.40 to 0.5mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200mm c/c to back support frame of 25x25x3mm angle iron supported on two mild steel angle iron post 65x65x6mm firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. A 10 years pre-qualification warrnaty as per clause 6.9 of IRC 67-2012 for TYPE XI retro reflective sheeting form the manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 incluidng 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted.

Advance Direction sign board 1200x1200 mm rectangular as per IRC 67-2012 with high intensity microprismatic grade retro reflective sheeting type XI as per ASTM D 495609 and as per IRC 67-2012 fixed over 4mm thick aluminium composite material (ACM) sheeting having aluminimum skin thickness of 0.40 to 0.5mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200mm c/c to back support frame of 25x25x3mm angle iron supported on two mild steel angle iron post 65x65x6mm firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. A 10 years pre-qualification warrnaty as per clause 6.9 of IRC 67-2012 for TYPE XI retro reflective sheeting form the manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 incluidng 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted.

Reinforced cement concrete M-15 grade inary kilometre stone of standard design as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications

Nabard Board sign board 900x600 mm rectangular as per IRC 67-2012 with high intensity microprismatic grade retro reflective sheeting type XI as per ASTM D 495609 and as per IRC 67-2012 fixed over 4mm thick aluminium composite material (ACM) sheeting having aluminimum skin thickness of 0.40 to 0.5mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200mm c/c to back support frame of 25x25x3mm angle iron supported on two mild steel angle iron post 65x65x6mm firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. A 10 years pre-qualification warrnaty as per clause 6.9 of IRC 67-2012 for TYPE XI retro reflective sheeting form the manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 incluidng 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted.

Citizen Information sign board 900x900 mm rectangular as per IRC 67-2012 with high intensity microprismatic grade retro reflective sheeting type XI as per ASTM D 495609 and as per IRC 67-2012 fixed over 4mm thick aluminium composite material (ACM) sheeting having aluminimum skin thickness of 0.40 to 0.5mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200mm c/c to back support frame of 25x25x3mm angle iron supported on two mild steel angle iron post 65x65x6mm firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. A 10 years pre-qualification warrnaty as per clause 6.9 of IRC 67-2012 for TYPE XI retro reflective sheeting form the manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 incluidng 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted.

Add 1% Cultural Cess 4727821