JH-BR-LWE-III-GAR-01-21-22

Amount

H.L. BRIDGE OVER LOCAL NALA IN 8+010 KM. OF PARSWAR (CHORTANGIYA) TO KULHI VIA MADGARI ROAD.Earthwork in excavation of foundations for structures including all leads and lifts complete as per drawings and MORT&H specifications clause 304. (a) In all types of soil

(b) In soft/ordinary rock

Providing & laying filter media behind abutments, wing walls, return walls and box structures with well packed material to the specified thickness with smaller size towards the soil and bigger size towards the wall complete with all leads and lifts as per drg. and MORT&H specifications clause 305 and clause 710.1.4 of IRC:78.

Providing & laying plain cement concrete / Reinforced Cement Concrete in foundations / levelling course including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 and 2100. a) M-10 grade

d) M-30 grade

Providing & laying plain cement concrete / Reinforced Cement Concrete in sub-structure including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 & 2200. d) M-30 grade

Providing & laying Reinforced Cement Concrete in super-structure including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 & 2300. b) T Beam RCC Girder, Cross Girder & Deck Slab ii) M-30 grade

Supplying, placing and fixing TMT/HYSD bar reinforcement complete as per drg. and MORT&H specifications section 1600. a) For sub-structure

b) For super-structure with Crash Barrier/Railing

c) For foundations

Supply & fixing of bearings complete as per drg. and MORT&H specifications section 2000. b) Elastomeric bearing

Providing & fixing of expansion joints complete as per drg. and MORT&H specifications section 2600 a) 50mm vide strip seal joints

Providing & fixing drainage Spouts complete as per drawing & MORT&H Specifications Clause 2705.

Providing & laying 75mm thick wearing course of M30 Concrete as MORT&H specifications section 2700. New wearing coat

Providing cement concrete railing in M-25 grade including form work and reinforcement complete as per drawing & MORT&H Specifications sections 1500, 1600, 1700, 2200 & 2703.

Providing & laying plain cement concrete in levelling course under the approach slab complete as per drg. and MORT&H specifications sections 1700, 2100 and 2700. a) M-15 grade

Providing & laying reinforced cement concrete in approach slab including form work and excluding reinforcement. a) M-30 grade

Providing & laying filter material underneath stone boulder pitching on slopes complete as per drg. and MORT&H specifications section 2500.

Providing & laying stone boulder pitching on slopes with cement mortar filled joints in 1:3 (1 cement : 3 coarse sand) complete as per drg. and MORT&H specifications section 2500.

Providing weep holes in brick masonry / plain / reinforced concrete abutments, wing walls / return walls etc. with 100mm dia A.C. pipe, extending through the full width of structure with slope of IV:20H towards draining face complete as per drg. and MORT&H specifications clause 2706.

Painting of Bridge No. and span arrangement as per drg., IRC:7-1971 and MORT&H specifications section 800.

Confirmatory Boring (in Rock)

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. 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.

PMGSY Logo

Boundary Pillar

EARTH WORK Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Rolling with Roller

Providing, Laying, Fitting, Fixing stone boulder pitching dulyt packed in slope of road embankment and approch with approved quality of materials within 150m of worksite and all lift as per direction of E/I

Providing and laying Filter material underneath pitching in slopes all complete as per drawing and Technical specification

GRANULAR SUB BASE Construction of granular sub base by providing coarse graded Gr-I material, spreading in uniform layerwith motor grader on prepared surface,mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollerto achieve the desired density complete as per clause-401 -Grade-I

Providing, laying,spreading and compacting graded stone aggregate @1.32m3/m3 to wet bond macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tripper to site,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 as per MOST specification 406(4th revision) and direction of E/I. WBM Grade II

WBM Grade III

Providing and applying prime coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.7-1 kg/sqm . As per MOSRT&H specification 502 (4th revision ) & as per direction of E/I

Providing and applying Tack coat with Bitumen emulsion . As per MOSRT&H per MOSRT&H specification 504 (4th revision ) & as per direction of E/I.

Providing and laying and rolling of open graded premix carpet of 20mm thk composed of 13.2 mm to 5.6 mm aggregates using S-90 penetration grade bitumen to required line, grade and level to serve as wearing course on a prepaired base. As per MOSRT&H per MOSRT&H specification 504 (4th revision ) & as per direction of E/I.

Providing and laying seal coat sealling the voids in a bituminous surface laid to the specification levels. As per MOSRT&H per MOSRT&H specification 504 (4th revision ) & as per direction of E/I.

Providing PMGSY LOGO as per drawing and technical specification.

Providing Rectrorefractive sign board as per IRC 67 made of encapsulated lense type reflecting sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thk. Supported on mild steel angle.

MAINTENANCE For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

H.L. BRIDGE OVER LOCAL NALA IN 9+340 KM. OF PARSWAR (CHORTANGIYA) TO KULHI VIA MADGARI ROAD Earthwork in excavation of foundations for structures including all leads and lifts complete as per drawings and MORT&H specifications clause 304. (a) In all types of soil

(b) In soft/ordinary rock

Providing & laying filter media behind abutments, wing walls, return walls and box structures with well packed material to the specified thickness with smaller size towards the soil and bigger size towards the wall complete with all leads and lifts as per drg. and MORT&H specifications clause 305 and clause 710.1.4 of IRC:78.

Providing & laying plain cement concrete / Reinforced Cement Concrete in foundations / levelling course including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 and 2100. a) M-10 grade

d) M-30 grade

Providing & laying plain cement concrete / Reinforced Cement Concrete in sub-structure including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 & 2200. d) M-30 grade

Providing & laying Reinforced Cement Concrete in super-structure including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 & 2300. b) T Beam RCC Girder, Cross Girder & Deck Slab ii) M-30 grade

Supplying, placing and fixing TMT/HYSD bar reinforcement complete as per drg. and MORT&H specifications section 1600. a) For sub-structure

b) For super-structure with Crash Barrier/Railing

c) For foundations

Supply & fixing of bearings complete as per drg. and MORT&H specifications section 2000. b) Elastomeric bearing

Providing & fixing of expansion joints complete as per drg. and MORT&H specifications section 2600 a) 50mm vide strip seal joints

Providing & fixing drainage Spouts complete as per drawing & MORT&H Specifications Clause 2705.

Providing & laying 75mm thick wearing course of M30 Concrete as MORT&H specifications section 2700. New wearing coat

Providing cement concrete railing in M-25 grade including form work and reinforcement complete as per drawing & MORT&H Specifications sections 1500, 1600, 1700, 2200 & 2703.

Providing & laying plain cement concrete in levelling course under the approach slab complete as per drg. and MORT&H specifications sections 1700, 2100 and 2700. a) M-15 grade

Providing & laying reinforced cement concrete in approach slab including form work and excluding reinforcement. a) M-30 grade

Providing & laying filter material underneath stone boulder pitching on slopes complete as per drg. and MORT&H specifications section 2500.

Providing & laying stone boulder pitching on slopes with cement mortar filled joints in 1:3 (1 cement : 3 coarse sand) complete as per drg. and MORT&H specifications section 2500.

Providing weep holes in brick masonry / plain / reinforced concrete abutments, wing walls / return walls etc. with 100mm dia A.C. pipe, extending through the full width of structure with slope of IV:20H towards draining face complete as per drg. and MORT&H specifications clause 2706.

Painting of Bridge No. and span arrangement as per drg., IRC:7-1971 and MORT&H specifications section 800.

Confirmatory Boring (in Rock)

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. 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.

PMGSY Logo

Boundary Pillar

EARTH WORK Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Rolling with Roller

Providing, Laying, Fitting, Fixing stone boulder pitching dulyt packed in slope of road embankment and approch with approved quality of materials within 150m of worksite and all lift as per direction of E/I

Providing and laying Filter material underneath pitching in slopes all complete as per drawing and Technical specification

GRANULAR SUB BASE Construction of granular sub base by providing coarse graded Gr-I material, spreading in uniform layerwith motor grader on prepared surface,mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollerto achieve the desired density complete as per clause-401 -Grade-I

Providing, laying,spreading and compacting graded stone aggregate @1.32m3/m3 to wet bond macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tripper to site,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 as per MOST specification 406(4th revision) and direction of E/I. WBM Grade II

WBM Grade III

Providing and applying prime coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.7-1 kg/sqm . As per MOSRT&H specification 502 (4th revision ) & as per direction of E/I

Providing and applying Tack coat with Bitumen emulsion . As per MOSRT&H per MOSRT&H specification 504 (4th revision ) & as per direction of E/I.

Providing and laying and rolling of open graded premix carpet of 20mm thk composed of 13.2 mm to 5.6 mm aggregates using S-90 penetration grade bitumen to required line, grade and level to serve as wearing course on a prepaired base. As per MOSRT&H per MOSRT&H specification 504 (4th revision ) & as per direction of E/I.

Providing and laying seal coat sealling the voids in a bituminous surface laid to the specification levels. As per MOSRT&H per MOSRT&H specification 504 (4th revision ) & as per direction of E/I.

Providing PMGSY LOGO as per drawing and technical specification.

Providing Rectrorefractive sign board as per IRC 67 made of encapsulated lense type reflecting sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thk. Supported on mild steel angle.

MAINTENANCE For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

Labour Cess @ 1%

M/S BIMLA ENTERPRISES