UPGRADATION/WIDENING OF BRIDGE UNDER PMGSY-III BLOCK- NIHAL SINGH WALA. DISTT. MOGA (PACKAGE NO. PB12-055)

Amount

Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification and upto entire satisfaction of engineer in charge CSR 8.27

Dismantling brick work tile, masonry or tile including sorting and stacking usable material and disposal of un-usable material complete in all respect upto entire satisfaction of engineer-in-charge. CSR 8.5 b

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) Prestressed / Reinforced cement concrete grade M-20 & above. MoRTH Spec 202. Sr. No. 2.4 i c

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps andother deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Mechanical Means (Depth upto 3 m) MoRTH Spec 304. Sr. No. 3.13 (i)

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. MoRTH Spec 2100. Sr. No. 12.4

Plain/Reinforced Cement Concrete in RCC Grade M30 Open Foundation Using Batching Plant, Transit Mixer and Concrete Pump complete as per Drawing and Technical Specifications. MoRTH Spec 1500, 1700 & 2100 Sr. No. 12.8

Reinforced cement concrete RCC Grade M30 in sub-structure Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump complete as per drawing and Technical Specifications MoRTH Spec 1500, 1700 & 2200 Sr. No. 13.5

Furnishing and Placing Reinforced/ Prestressed cement concrete RCC Grade M 30 Using Batching Plant, Transit Mixer and Concrete Pump in super-structure as per drawing and Technical Specification MoRTH Spec 1500, 1700 & 2200 Sr. No. 13.5

Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification. CSR 22.7

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (integrated plant Marked) MoRTH Spec 1600 Sr. No. 12.40

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. (integrated plant marked) MoRTH Spec Section 1600 & 2200 Sr. No. 13.6

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications . (integrated plant marked) MoRTH Spec Section 1600 Sr. No. 14.2

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. CSR 22.15

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. MoRTH Spec 800 Sr. No. 14.16

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. Granular material MoRTH Spec 710.1.4. of IRC:78 & 2200 Sr. No. 13.9 b

Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture. CSR (22.12 A)

Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) CSR 22.8 B

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. MoRTH Spec 305. Sr. No. 3.16

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of Concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. CSR 29.46 R.C.C. Pipe NP -2

laying of R.C.C pipes for outlets and culverts including jointing ends and fixing collar with cement mortar 1:3. as per csr item no.20.13d

Credit of Pipes recovered after removal. (70%)

Brick Masonary work in cement mortar 1:4 in foundation of Walls complete excluding pointing and plastering as per drawing and technical specification Clause 1109 MoRTH Spec 1300. Sr. No. 12.6 C

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications. MoRTH Spec 1300 & 2200 Sr. No. 13.2

Plain cement concrete PCC Grade M20 in sub-structure Height upto 5m using batching plant transit mixer & Concrete pump complete as per drawing and Technical Specifications MoRTH Spec 1500, 1700 & 2200 Sr. No. 13.5

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. MoRTH Spec 710.1.4. of IRC:78 and 2200 Sr. No. 13.10

Providing and fixing of typical PMGSY Title informatory sign board with Logo as per MORD specifications and drawing. Retro-reflective tape fixed on 4 mm thick Aluminium Composite material (ACM) sheet including lettering & signs as applicable background duly fixed with MS angle 25mmx25mm x 3mm size on back on edges. The lower plate 4mm will be fixed with MS flat of 50mm x 5mm. The flat iron frame of plate fixed to 2 nos. 75mm x 75 mm of 4mm sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The top diamond plate will be fixed to lower plate by 47mm x 47mm of 12 SWG steel tube. All M.S. will be stove enameled on both sides. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Providing and fixing of typical PMGSY Maintenance sign board as per MORD specifications and drawing. Retro-reflective tape fixed on 4 mm thick Aluminium Composite material (ACM) sheet including lettering & signs as applicable background duly fixed with MS angle 25mmx25mm x 3mm size on back on edges. The plates welded with MS flat of 50mm x 5mm. The flat iron frame of plates welded to 2 nos. MS square tubes post 75mm x 4.9 mm duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. All M.S. will be stove enameled on both sides. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Road Marking with Thermoplastic Compound 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 CSR 24.57

Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium omposite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 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. CSR 24.51 b

Supplying and fixing of single mould twin shank 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 methecrylate 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. CSR 24.63

Routine Maintenance for Five Year after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data.

AMC for 1st Year

AMC for 2ndYear

AMC for 3rd Year

AMC for 4th Year

AMC for 5th Year

S P Bansal Const Co