Improvement Anjangaon Bari Adgaon Manjri Mhasala Satargaon MDR- 31,Ch. 0/00 to 12/00 Tal. Nandgaon Khandeshwar, Dist Amravati.

Amount

Improvement Anjangaon Bari Adgaon Manjri Mhasala Satargaon MDR-31,Ch. 0/00 to 12/00 Tal. Nandgaon Khandeshwar, Dist Amravati.

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. Specification No. MORTH 201 Road WORK

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

For Diversion Bridge at Km.10/270

For Diversion Bridge at Km.10/585

For Diversion Bridge at Km.11/709

Cutting down trees including trunks and branches with girths above 30cm to 60cm and stacking the materials neatly with all lifts and lead of 1000m as directed and earth filling in the depression / pit if any. Specification No. MORTH 201

Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. Specification No. MORTH 301 Road WORK

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. Specification MORTH 309

Excavation for catch / side water gutter in Hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. Specification No. MORTH 309 Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 Percantage of standard proctor density etc. complete. (Material obtained from departmental Land) Specification No.MORTH 305 Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

For Divesrion Bridge at Km.10/270

For Divesrion Bridge at Km.10/585

For Divesrion Bridge at Km.11/709

Watering and compacting the embankment formed of materials obtained from the road cutting , departmental land or other sources within a lead of 50 m,after laying them in layers of 20 cm to30 cm with 3 percantage Camber and design superelevation etc complete (Compaction with Pawer Roller) Specification No.Rd.10/Page No. 187

Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 percentage of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with Power roller. Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Supplying hard murum/ kankar at the road site, including conveying and stacking complete. Specification No.MORTH 305 KM 01

Spreading hard murum/ soft murrum/ gravel or kankar for side width complete. Specification No.MORTH 305

Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. Specification No.MORTH 305

Providing granular sub-base (drainage layer) by coarse graded material,confirming to grading II of Table 400 - 2 of MORTH in 50:30:20 proportion of 40 mm , 20mm ,crusher broken metal and crusher sand respectively spreading on prepared surface mixing by mix in place method at OMC and compacting to achieve the desired density etc complete as per clause 401 for grading II material etc complete (B)Compaction with vibratory roller. Specification No.MORTH & H -2001CL.401 P.101 KM 01

Bridge at Km.10/270

Bridge at Km.10/585

For Diversion Bridge at Km.10/270

For Diversion Bridge at Km.10/585

Bridge at Km.11/709

For Diversion Bridge at Km.11/709

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate). Specification No.MORTH 404 KM 01

Bridge at Km.10/270

Bridge at Km.10/585

For Diversion Bridge at Km.10/270

For Diversion Bridge at Km.10/585

Bridge at Km.11/709

For Diversion Bridge at Km.11/709

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) Specification No.MORTH 404 KM 01

Bridge at Km.10/270

Bridge at Km.10/585

For Diversion Bridge at Km.10/270

For Diversion Bridge at Km.10/585

Bridge at Km.11/709

For Diversion Bridge at Km.10/585

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means. Specification No.MORTH 502 Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Granular surface treated with primer at the rate 2.75 kg per 10 sqm with VG-30 bulk Bitumen. Specification No.MORTH 503charge. Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 100 Percent crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade at the rate 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates) Specification No. MORTH 803.4 KM 01

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

BITUMINOUS MACADAM:--Providing and laying bituminous macadam using crushed aggregate of Grading 1, premixed with bituminous binder, transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 80/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27 2009 specified conditions and attachments such as electronic load sensor based belt conveyers,automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver,and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen 3.30 percantage of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates) Specification No. MORTH 505 KM 01

Bridge at Km.10/270 KM 11

Bridge at Km.10/585 KM 11

Bridge at Km.11/709 KM 12

Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates). Specification No. MORTH 510 KM 01

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

9 MM SEAL COAT: Providing and laying of Type A 9mm premix seal coat with HMP of apropriate capacity crushed stone chiping 6.7 mm size and penetration bitumen of specified grade at the rate 1.2kg Per Sq.m, preparing existing road surface by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete.(VG-30 bulk bitumen rates are considered to arrive at rates) Specification No MORTH 511 KM 01 WIDENING PORTION

KM 02 WIDENING PORTION

KM 03 WIDENING PORTION

KM 04 WIDENING PORTION

KM 05 WIDENING PORTION

KM 06 WIDENING PORTION

KM 07 WIDENING PORTION

KM 08 WIDENING PORTION

KM 09 WIDENING PORTION

KM 10 WIDENING PORTION

KM 11 WIDENING PORTION

Bridge at Km.10/270 WIDENING PORTION

Bridge at Km.10/585 WIDENING PORTION

KM 12 WIDENING PORTION

Bridge at Km.11/709 WIDENING PORTION

9 MM SEAL COAT: Providing and laying of Type A 9mm premix seal coat with HMP of apropriate capacity crushed stone chiping 6.7 mm size and penetration bitumen of specified grade at the rate 1.2kg/Sq.m, preparing existing road surface by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete.(VG-30 bulk bitumen rates are considered to arrive at rates) Specification No. MORTH 511 WITH TACK COAT IN EXISTING SURFACE KM 01

Providing and fixing RCC 200 metre stones as per I.R.C. standard including fixing in standard size in CC 1:4:8 block including curing, painting lettering etc. complete. Specification No. MORTH 805

Providing and fixing 1:2:4 ordinary km. stones as per I.R.C. standard including fixing in standard size in C.C. 1:4:8 block including curing, painting lettering etc. complete. Specification No. MORTH 805

Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads at the rate 250gm Per sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). Specification No. MORTH 803.4

Providing and fixing Mandatory/Regulatory sign boards in circular shape of 900mm dia made out of 2 mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 900mm made out of 2mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. Specification No. MORTH 801

Providing and fixing informatory sign boards of size 0.90 x 0.60 m made out of 14 guage Aluminum sheet bonded with IRC Specified colour of retro reflective sheeting of Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background including on frame of with angle iron frame of size 35 x 35 x 5 mm and two M.S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.65 m long, duly painted with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in 1:4:8 concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Alluminium sheet Type IV High Intensity Micro-Prismatic Grade Sheeting

Providing and fixing R.C.C. 5th Km. stones as per I.R.C. standard including fixing in standard size in c.c. 1:4:8 block including curing, painting lettering etc. complete. Specification No. MORTH 805

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Specification No. MORTH 805

Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. Specification No. As directed by Engineer in charge. Bridge at Km.7/250

Bridge at Km.8/265

Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc. complete. Specification No. As directed by Engineer in charge. Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete. Specification No. As directed by Engineer in charge. Bridge at Km.7/250

Bridge at Km.8/265

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Removing Np-2 and Np-3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900mm dia and above. etc complete Specification No. As directed by Engineer in charge. RCW

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. (By Mechanical Means) a) Upto 1.50m lift Normal Rate Specification No. BR.3 Page One Number 102 Lift Upto 1.50 mtr. SLAB DRAIN

Bridge at Km.7/250

Bridge at Km.8/265

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. a) Upto 1.50m lift Normal Rate b) 1.50m to 3.00m lift, Add 10 Percent c) 3.00m to 4.50m lift, Add 20 Percent d) 4.50m to 6.0m lift, Add 30 Percent Specification No. BR.3 Page One Number 102 Lift Upto 1.50 mtr. SLAB DRAIN

Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. a) Upto 1.50m lift Normal Rate Specification No. BR.3 Page One Number 102 Lift Upto 1.50 mtr. SLAB DRAIN

Lift Upto 1.50 mtr. Bridge at Km.7/250

Lift Upto 1.50 mtr. Bridge at Km.8/265

Lift Upto 1.50 mtr. Bridge at Km.10/270

Lift Upto 1.50 mtr. Bridge at Km.10/585

Lift Upto 1.50 mtr. Bridge at Km.11/709

Lift 1.5 to 3.00m SLAB DRAIN

Lift 1.5 to 3.00m Bridge at Km.7/250

Lift 1.5 to 3.00m Bridge at Km.8/265

Lift 1.5 to 3.00m Bridge at Km.10/270

Lift 1.5 to 3.00m Bridge at Km.10/585

Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. a) Upto 1.50m lift Normal Rate b) 1.50m to 3.00m lift, Add 10 Percent c) 3.00m to 4.50m lift, Add 20 Percent Specification No. BR.3 Page One Number 102 Lift 1.5 to 3.00m SLAB DRAIN

Lift 1.5 to 3.00m Bridge at Km.7/250

Lift 1.5 to 3.00m Bridge at Km.8/265

Lift 1.5 to 3.00m Bridge at Km.10/270

Lift 1.5 to 3.00m Bridge at Km.10/585

Lift 1.5 to 3.00m Bridge at Km.11/709

Lift 3.00m to 4.50m Bridge at Km.10/270

Lift 3.00m to 4.50m Bridge at Km.10/585

Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) Specification No. BR 4 Page No 104.105 Bridge at Km.7/250

Bridge at Km.8/265

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Providing and laying PCC in M15 grade levelling course of 100 mm thick below pile cap with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete. Specification No. M.O.R.T and H - 1100, 1700 Bridge at Km.7/250

Bridge at Km.8/265

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Providing and filling annular space around footing in rock by using concrete of M15 grade etc. complete. Specification No. M.O.R.T and H - 2100 Bridge at Km.7/250

Bridge at Km.8/265

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete. Specification No.CD.1 Page.No. 159 KM 01

Providing and laying in situ / ready mix / ready mix M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand) Specification No.BR.5 Page One Number 105 and B.7, Page One Number 38 KM 01

Providing and laying in situ / ready mix M-20 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners (a) Height upto 5 M. (With Concrete Mixer)With fine agreegates of required specifications ( VSI sand finely washed etc ) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise. Specification No.MORT&H (5th Rev.) 1700, 2204 KM 01

Providing and laying plain in situ / ready mix M-25 cement concrete of trap/ granite/ quartzite/gneiss /crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing curing concrete batch mix plant / pan mixer with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) (excluding dewatering by pump) for 14 days RCC Grade.With Concrete Mixer Specification No.MORT&H (5th Rev.) 1700 Bridge at Km.7/250

Bridge at Km.8/265

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Providing and laying in situ /ready mix M-30 controlled reinforced cement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. Concrete batch mix plant/ pan mixer with fine agreegates of required specifications (VSI sand finely washed etc) etc. complete. (excluding reinforcement). a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) Specification No.MORT&H (5th Rev.) 1700, 2204, 2304 Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Providing and laying in situ / ready mix M-25 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners (a) Height upto 5 M. (With Concrete Mixer)With Natural / VSI standard Artificial Sand . Specification No.MORT&H (5th Rev.) 1700 Bridge at Km.7/250

Bridge at Km.8/265

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Providing and laying in situ / ready mix controlled M-30 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement). Specification No.MORT&H(5th Rev.) 1700, 2205, 2304 Bridge at Km.7/250

Bridge at Km.8/265

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Providing and laying in situ/ ready mix M-30 cement concrete of trap/ granite/ quartzite/ gneiss metal for cast in citu R.C.C. solid piers, column etc. including provision of V shaped false joints to form suitable panels on the faces to approved design with compacting by vibrating and curing complete. Including ply wood/ steel form work, centering (excluding dewatering by means of pump) and including bailing out water and including CM 1:3 curing complete. Specification No.BR.38(b and c) Page Number 135 and B. 7, Page Number38 Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Providing and laying in situ / ready mix M-25 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications ( VSI sand finely washed etc ) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise. Specification No.MORT&H (5th Rev.) 1700, 2204, 2304 KM 01

Providing and laying in situ / ready mix M30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (height up to 4 meter with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand) Specification No.MORT&H (5th Rev.) 1700, 2204, 2304 Bridge at Km.7/250

Bridge at Km.8/265

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. Specification No.BR.43 Page Number 138 Slab Drain

Bridge at Km.7/250

Bridge at Km.8/265

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc. complete. Specification No.BR.55 Page Number 150 Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Providing and laying in situ / ready mix M30 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand) Specification NoBR.50 Page Number 143 and B. 7, Page Number38 Bridge at Km.7/250

Bridge at Km.8/265

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Providing and laying cement concrete wearing coat M30 grade with batch mix type concrete mixer with SCADA including reinforcement as per drawings and technical specifications etc. complete. Specification No .MORT and H ? 2700 Bridge at Km.7/250

Bridge at Km.8/265

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. Specification No .BR.35 Page Number 134 KM 01

Bridge at Km.7/250

Bridge at Km.8/265

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Providing railing of mild steel angle post 2.0m center to center of section 75mm x75mm x10mm or equivalent I/C section of height 1.05 above bridge surface with minimum anchor length of 30cm including hold fast of 25mm diameter MS bar welded at the bottom and concreting of 1:3:6 of size 30cmx 30cmx 30cm with three rows of 40mm B class GI pipe provided at 30cm on center to center including scaffolding and one coat of anti corrosive paint with two coats of oil painting, curing of concrete etc. complete. Specification No .BR.35 Page Number 134 Bridge at Km.7/250

Bridge at Km.8/265

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete Specification No .As directed by Engineer in charge KM 01

Bridge at Km.7/250

Bridge at Km.8/265

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Providing and filling sand in foundation trenches / below Raft as per drawing and technical specifications etc. complete. (Coarse Sand and Gravel) Specification No M.O.R.T and H - 300,2100 Bridge at Km.7/250

Bridge at Km.8/265

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) Specification No.MORT and H 2200 &-710.1.4 of iRC 78 KM 01

Bridge at Km.11/709

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 as per drawing and technical specifications etc. complete. Specification No.MORT and H 2200 &-710.1.4 of iRC 78 KM 01

Bridge at Km.7/250

Bridge at Km.8/265

Bridge at Km.10/270 KM 11

Bridge at Km.10/585 KM 11

Bridge at Km.11/709

Providing tar paper bearing including laying in proper position etc. complete. Specification No.As directed by Engineer in charge Slab drain

Bridge at Km.7/250

Bridge at Km.8/265

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. Specification No.MORT&H (5th Rev.) 2705, 2706 Slab drain

Bridge at Km.7/250

Bridge at Km.8/265

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Construction of dry rubble flooring at cross drainage works etc. complete Specification No.MORT and H 2500 Bridge at Km.7/250

Bridge at Km.8/265

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Providing and laying filter material underneath pitching in slopes as per drawings and technical specifications etc. complete. Specification No.MORT and H-2500 Bridge at Km.7/250

Bridge at Km.8/265

Bridge at Km.10/270

Bridge at Km.10/585

Bridge at Km.11/709

Providing dry rubble stone pitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete. Specification No.MORTH 305 KM 01

Bridge at Km.7/250

Bridge at Km.8/265

KM 11 Bridge at Km.10/250 KM 11

KM 11 Bridge at Km.10/585 KM 11

Bridge at Km.11/709

Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. Specification No.CD.7 Page.No. 162

Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 1000mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. Specification No.CD.7 Page.No. 162

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