Public Works Department Tender

Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 3003 of MORT&H specifications

Providing & laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86 cm high half brick deep including excavation, refilling and disposal of surplus earth upto 50mtr. Complete as per Punjab PWD specifications complete (add difference of bricks rate)

Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications

Providing, laying & spreading and Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications in Two layer 75mm each (with screening)

Scarifying the existing bitumious road surface upto a depth of 50 mm and disposed off the scarified material to 100 mm

Providing, laying & spreading and compacting stone aggregates of Grading-II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the insterstices of coarse aggregate, watering and compacting to the required and compacting to the required density complete as per technical clause 404 of MORT&H specifications. CSR item No.24.13 (With Screening)

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 CSR 24.15

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 specifications

Providing and laying bituminous macadam 50mm to 75mm thick with Continous type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @3.4%, carriage of mixed material to site of work, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications Notes: 1. The actual volume of the aggregate to be paid for shall be computed after deducting the specified percentage from the volume computed by stacks measurement as per MORT & H specifications (addendum to latest revision) for the purpose of secured advance. II. The final grading for the aggregates required for bitumenious macadam course Grading 2 for 75 mm / 50 mm thickness of each layer conforming to table 500-7 of M.O.R.T. & H specifications (addendum to latest rivision) shall be determined after getting the bitumenious macadam grading2 designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60% of material. The design mix so finally approved by 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 mix shall exhibit the following details: a) Binder expressed as a percentage by weight of total mix. b) Coarse aggregate of 26,5 mm gauge expressed as percentage by weight of total mix, c) Crushed Bajri of 11.2 mm size expressed as percentage by weight of total mix d) Fine aggregates 4.75 mm below expressed as percentage by weight of total mix. e) A single definite percentage passing each sieve for mixed aggregates. f) Density of Bitumensious macadam (75 mm/ 50mm thick after compaction) shall be minimum 2.2 gms/C.C & nothing extra shall be payable if higher density is achieved at site. IV) The Contractor thereafter, shall be required to complete the supply of various ingradients or Bituminous macadam as per proportions stipulated in the approved mix. V) Rate of BM shall be quoted by the contractor with respect to binder content percentage by weight of mix being 3.4 % if Laboratory designs a mix with different percentage then the difference shall be payable / recoverable.

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 specifications

Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-10 @ 1.46kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications

Providing and laying of premix sand seal coat premixed in continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, carrige of mixed material to site of work, laid to the specified levels, grade an

Providing & Laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per Sqm. area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC : 35 1997 complete as per technical clause 803 of MORT&H specifications. CSR 24.37

Relaying of earth work with watering, rolling, laying and dressing as per CSR 24.5b (i), b (ii) and b(iii) complete in all respect.

First class brick work laid in cement sand mortar 1:5 in foundation and plinth (CSR 11.5)

12.5mm Cement plaster 1:4 (CSR 15.9)

Advance Direction sign board 1200x900mm rectangular as per IRC 67-2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2mm thick aluminium sheet with 25x25x3mm angle iron frame supported on two mild steel angle iron posts 65x65x6mm firmly fixed to ground in foundation concrete 1:2:4 of size 0.60x0.60x0.75m for vertical post complete as per technical clause 801 of MORT&H specifications CSR 24.48b (i)

Cautionary sign board 900x900x900mm triangular as per IRC 67-2012 with high intensity Microprismatic grade retro reflective sheeting Type XI as per ASTM D 4956-09 and as per IRC 67-2012 fixed over 4mm thick aluminium Composite material(ACM) sheeting having aluminium skin thickness of 0.40 to 0.50mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200mm c/c to back support frame of 25x25x3mm angle iron frame supported on a mild steel angle iron post 65x65x6mm without cost of definition plate firmly fixed to ground in foundation concrete M-25 Complete as per Specification CSR 24.44 a(i)

Mandatory sign board 900mm circular as per IRC 67-2012 with high intensity Microprismatic grade retro reflective sheeting Type XI as per ASTM D 4956-09 and as per IRC 67-2012 fixed over 4mm thick aluminium Composite material(ACM) sheeting having aluminium skin thickness of 0.4 to 0.50mm 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 Complete as per Specification CSR 24.45 a (i)

Hazard Marker sign board 300x900mm rectangular as per IRC 67-2012 with high intensity microprismatic grade retro reflective sheeting Type XI as per ASTM D 4956-09 and IRC 67 2012 fixed over 4mm thick Aluminium Composite Material (ASM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200 mm o/c to back support frame of 25x25x3mm angle iron supported on a mild steel angle iron post 65x65x6mm firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications (A&C No.5 dt.18.09.2014) CSR 24.51 (b)

Village Board Reinforced cement concrete M-15grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications CSR 24.40

Prviding & fixing NABARD Board complete in all respect

Reinforced cement concrete M-15 grade kilometer 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

Reinforced cement concrete M-15 grade 200 meter stone of standard design as per IRC 26- 1967 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications

Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications

Construction of 1'-6" Dia Hume Pipe Culvert (24'-0" Wide)

Construction of 2'-6'' span slab type culvert with 24' formation width

Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body.The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl ethecrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications.

Add extra cost of culture cess @ 1%

Total cost of Construction work part - I

Five Years Routine Maintenance

Routine Maintenance as mentioned in the technical specifications (For 2nd Year)

Routine Maintenance as mentioned in the technical specifications (For 3nd Year)

Routine Maintenance as mentioned in the technical specifications (For 4nd Year)

Routine Maintenance as mentioned in the technical specifications (For 5nd Year)

Total cost of Maintenance work part - II