CONSTRUCTION OF ROAD BHANDARA ROAD HARIHAR MANDIR TO R.K. FLOOR MILL TO SHANTINAGAR AT NAGPUR ( EAST )

Amount

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.c) Girth above 30 cm to 60 cm (A+B2)

Cutting down trees including trunks and branches with girths above 60cm to 90cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any.Girth above 60cm to 90cm (B2)

Cutting down trees including trunks and branches with girths above 90cm to 180cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any.Girth above 90 cm to 180 cm (A+B1+B2)

Cutting down trees including trunks and branches with girths above 180cm to 270cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any. Girth above 180cm to 270cm (B2)

Cutting down trees including trunks and branches with girths above 270cm to 450cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any.Girth above 270cm to 450cm (B2)

Cutting down trees including trunks and branches with girths above 450cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any.Girth above 450cm (B2)

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. (A+B2)

Removal of telephone /Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 metres and stacking the service able and unserviceable material separately (A+B2)

Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete (A)

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. (B2)

Dismantling of existing B.T .Surface (flexible Pavement)to a depth of 50 mm.by cold milling withWritgen or similar type machine including loading of dismantled material by automatic convey or belt to transport vehicle at site excluding lead charges (A+B1)

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. (A+B1+B2)

Removal of unserviceable soil and material including,loading and disposal upto 5km lead. (A+B1+B2)

Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50m, not less than 97% os standard proctor density after laying them in layers of 20cm to 30cm with vibratory roller. (A+B1+B2)

Providing and filling in the foundation with sand of approved quality including watering, compacting etc.complete.(To be executed with prior approval of Superintending Engineer) (A+B1)

Providing and filling in the foundation with sand of approved quality including watering, compacting etc.complete.(To be executed with prior approval of Superintending Engineer) (B2)

Providing embankment of Murum obtained from departmental land or other sources upto lead of 26 km. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete Section B KM 0/00 to Km 0/990 (B2)

Granular Sub-Base with Close Graded Material (Table:- 400-1) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material Section B KM 0/00 to Km 0/990 (B2)

Providing, laying, spreading and compacting WBM with aggregates of specific grading including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening / material same as per course aggregates binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as directed etc. complete.(Compacted thickness of each layer shall be 75 mm)For grade I material, using stone screening type B (B2)

Providing, laying, spreading and compacting WBM with aggregates of specific grading including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening / material same as per course aggregates binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as directed etc. complete.(Compacted thickness of each layer shall be 75 mm)For grade II material, using stone screening type B (A+B1)

Providing, laying, spreading and compacting WBM with aggregates of specific grading including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening / material same as per course aggregates binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as directed etc. complete.(Compacted thickness of each layer shall be 75 mm)For grade II material, using stone screening type B (B2)

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete.(A+B1)

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete.(B2)

Providing and laying of apron with cement concrete blocks of size 0.50 X 0.50 X 0.50 m cast in situ / ready mix and made with nominal mix of M15 grade cement concrete with a minimum cement content of 250 kg/cum with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) as per IRC:21-2000 etc. complete. (A)

Providing and laying of apron with cement concrete blocks of size 0.50 X 0.50 X 0.50 m cast in situ / ready mix and made with nominal mix of M15 grade cement concrete with a minimum cement content of 250 kg/cum with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) as per IRC:21-2000 etc. complete. (B2)

Providing and applying two coats (exterior quality) off lat oil paint of approved colour and shade to the plastered surface in buildings and work shops including scaffolding if necessary, cleaning the surface and preparing surface etc.complete. (excluding primer coat (A+B2)

Providing and Laying Cast in situ/ Ready Mix cement concrete M40 of trap/granite/quartzite/gneiss metal for R.C.C.beams and lintels as per detailed designs and drawings or as directed including centering,formwork,cover blocks,laying/pumping, compaction and roughening the surface if special finish is to be provided and curingetc.complete.(Excluding reinforcement and structural steel).with fully automatic microprocessor based PLC with SCADA enabled reversible DrumType mixer/concrete Batch mixplant(Panmixer)etc.complete.With natural sand/V.S.I. quality Artificial Sand (A+B1)

Providing and Laying Cast in situ/ Ready Mix cement concrete M40 of trap/granite/quartzite/gneiss metal for R.C.C.beams and lintels as per detailed designs and drawings or as directed including centering,formwork,cover blocks,laying/pumping, compaction and roughening the surface if special finish is to be provided and curingetc.complete.(Excluding reinforcement and structural steel).with fully automatic microprocessor based PLC with SCADA enabled reversible DrumType mixer/concrete Batch mixplant(Panmixer)etc.complete.With natural sand/V.S.I. quality Artificial Sand (B2)

Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. [Rate as per State SOR 2017-18, s. no. 196, Item no. 5.19 p. no. 44 ] (A+B1+B2)

Providing and fixing in position TMT FE 500, 32 mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete (A+B1+B2)

Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete. (A+B1+B2)

Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying compacting and finished in a continuous operation, finishing to lines and grades using Slip form paver or Fixed form paver or as directed by Engineer in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. (A+B1)

Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying compacting and finished in a continuous operation, finishing to lines and grades using Slip form paver or Fixed form paver or as directed by Engineer in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. (B2)

Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw with in 48 hours of casting bay/slab etc. complete including subsequent widening of the grove 8 to 10mm wide at top having depth of 15 mm. as dirdeted by Engineer in charge (A+B1+B2)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS 5212-1989 in to sawed groove widened at top of sealent reservior of specified size and shape as per detailed drawing including fixing polyethylene foam back up rod of required diameter (approx 25% larger than the intial 3mm to 4mm joint) overlaid with bond breaking tape as per drawing. Item include cleaning the joints with water jet/air compressor & allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction & longitudinal joints (15mm deep x 8mm wide) (A+B1+B2)

Providing large Flowring /Shaddy trees (minimum height 2.0 Mtr.) - Diging pit with size 0.90m X 0.90m X 0.90m removing and conveying unwanted stuff to a required distance as directed. Filling the pit with approved excavated materials up to a hieght of 0.30m and remaining height of 0.60m with fresh garden soil and manure in 3:1 proportion. Mixing soil & manure throughly well, leveling as directed watering previous night planting two to three year old healthy about 2 Mtr. height trees sapling as per specification. Maintaining till well established by waty=ering weeding stirring of soil staking replacing of casualties etc. complete. (A+B1+B2)

Supply of self watering system multi stage tree guard /protector 110mm dia and total height of 1800mm made up with HDPE. In tabular section, first stage will be 600mm long at bottom and second and forth stage of 65% perforated casting in HDPE tabular section of 300mm long each tabular section, and third and fifth stage of plain 300mm long each tabular section in 110mm dia all section fixed with stage wise with leak proof fixing arrangement 2 nos tabular rubble section of 75mm dia, 1.5mm thick and length 350mm ( fixed on 65% perforated tabular section at top for increase the water holding capacity as per plant height) specially design rubble water holding device of size 90mm dia outer side and 12mm dia inner side of 1.5mm thick as per design fixed on 40mm dia 100mm long PVC pipe separately ( for inserting the plants) 2 nos 40mm dia treated bamboo of 2.0m height ( buried 150mm below the bottom of excavated pit and stand with tabular section) 2 nos rubble/ PVC ties ( fixed at bottom and top of plain tabular section with bamboo) 2 nos 5mm dia gromate ( fixing at bottom of tabular section for deep root irrigation system) 2 nos 600mm long HDPE lateral pipe of 5mm dia with deep root irrigation system ( insert in the gromate and pit, away from 200mm from plant root ) 1200mm long barbed wire 14 gauge ( the tree guard is rapping with 1200mm long barbed wire over third plain tabular section for protection against cattle and other external factor) as per technical specification including transportation to work site. ( Cost of plant and fixing charges will be extra as per approved rates) (A+B1+B2)

Fixing of self watering system tree guard - Insertion of sapling in self watering tree guard and capping the bottom with expandable rubber seal. Supporting the bamboo with the help of cable tie. Bamboo to be buried .015mt ht. below the bottom of excavation pit. Strenghtening the bamboo in pit with adequate measures. Circulating the barbed wire around tree guard at middle ht. from bottom and fixing it.The rated excluding the cost of barbed wire,bamboo,expandable seal, tree guard and all other required materials. Fixing to be carried out manually as per instruction. (A+B1+B2)

Providing soling using 80mm size granite/quartzite/gneiss/trap metal in 15cm layer including hand packing filling voids with sand/grit, ramming, watering etc. complete.(A+B1)

Providing soling using 80mm size granite/quartzite/gneiss/trap metal in 15cm layer including hand packing filling voids with sand/grit, ramming, watering etc. complete.(B2)

Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100MM thick in M-40 grade of approved size and shape for City streets and roads with high volume/ heavy traffice as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete.(A+B1)

Providing and fixing heavy duty inter locking concrete Rubber mould glossy poving blocks of 80 mm thickness of having strength on 400 Kg/Sq cm of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete(using 100% crushed sand) (A)

Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100MM thick in M-40 grade of approved size and shape for City streets and roads with high volume/ heavy traffice as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete. (B2)

Providing, laying and fixing exterior grade fibrilling fibre reinforcement heavy duty designer cement concrete tiles for Flooring of approved colour and design 22 +/ -2 mm thick bayer colour pigmented as per IS ..1237 - 1980 having compressive strength more than 500 kg/sq.cm reaffirmed in 2006 ,having wert transvrse strenghth of 3.5 / mm 2, water absorption less than 10 % abrasion / wear resistance less than 2 mm ,skid resistance more than 25.0 (ASTM:E303) and no fading as per DIN - 51094 of size 300 x 300 in plan / designed pattern on a bed of 1:4 cement mortar including cement float ,filling joints with neat cement slurry ,curing, polishing and cleaning etc. complete. For flooring.(A+B1)

Providing, laying and fixing exterior grade fibrilling fibre reinforcement heavy duty designer cement concrete tiles for Flooring of approved colour and design 22 +/ -2 mm thick bayer colour pigmented as per IS ..1237 - 1980 having compressive strength more than 500 kg/sq.cm reaffirmed in 2006 ,having wert transvrse strenghth of 3.5 / mm 2, water absorption less than 10 % abrasion / wear resistance less than 2 mm ,skid resistance more than 25.0 (ASTM:E303) and no fading as per DIN - 51094 of size 300 x 300 in plan / designed pattern on a bed of 1:4 cement mortar including cement float ,filling joints with neat cement slurry ,curing, polishing and cleaning etc. complete. For flooring.(B2)

Providing and laying Cast in situ/Ready Mix cement concrete in M-10 (1:3:6) of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand.(A+B1)

Providing and laying Cast in situ/Ready Mix cement concrete in M-10 (1:3:6) of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand.(B2)

Providing cast in situ / ready mix block of M10 cement concrete with circular or other shaped opening for waterway including necessary formwork, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with Natural / VSI standard Artificial Sand, cement 4.05 bags/cumt) (A+B1)

Providing cast in situ / ready mix block of M10 cement concrete with circular or other shaped opening for waterway including necessary formwork, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with Natural / VSI standard Artificial Sand, cement 4.05 bags/cumt) (B2)

Providing and laying plain in situ / ready mix M-20 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 Natural / VSI standard Artificial Sand) (excluding dewatering by pump) for 14 days RCC Grade.With Concrete Mixer (A+B1)

Providing and laying plain in situ / ready mix M-20 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 Natural / VSI standard Artificial Sand) (excluding dewatering by pump) for 14 days RCC Grade.With Concrete Mixer (A)

Providing and laying plain in situ / ready mix M-20 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 Natural / VSI standard Artificial Sand) (excluding dewatering by pump) for 14 days RCC Grade.With Concrete Mixer (B2)

Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with Natural / VSI standard Artificial Sand, cement 4.05 bags/cumt) (A+B1)

Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with Natural / VSI standard Artificial Sand, cement 4.05 bags/cumt) (B2)

Providing and fixing reinforced cement concrete cover of size 90 cm x 45 cm with frame over inspection chamber etc. complete. Heavy duty (225 kg)

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. (A+B2)

Bituminous pad Expansion Joint Providing expansion joints with 25 mm thick bitumenous pad as per detailed drawings. (A+B1+B2)

Providing and laying concrete pipes of I.S.NP. class of 150mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.(A)

Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.(A+B1)

Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.(B2)

Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 800mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.(A+B1)

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. (B2)

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. (A+B1)

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. (B2)

Providing Geo Net as per detailed drawing etc. complete. (A+B1+B2)

Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 900 mm made out of 2mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) 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. ClassC ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cutout durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.retroreflectance of retro-reflective sheeting.This certificate in original should be submitted to the Engineer in charge by the contractor/supplier(A+B2)

Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square metre made out of 4mm aluminum composite material ( ACM) sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) 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 two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class C ( Type XI Micro prismatic grade sheeting) sheeting shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance submitted to the engineer in charge by the contrctor./Supllier(A+B1+B2)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. (A+B1+B2)

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. (A+B1+B2)

Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers,Object markers) 80to 100 cm high above ground level,painted black and white in 15 cm wide strips,fitted with 80x100 mm rectangularor75 mm dia. Circular reflectorised panel sat the top,buried or pressed into the ground and confirming to I.R.C. 79 and the drawings(A+B1+B2)

Labour For Traffic Regulation (Duration-4 month) (A+B1+B2)

Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.(A)

Provding and filling sand in foundation trencher / below raft as per drawing and technical specification etc. complete. (Coarse Sand and Gravel) (A)

Providing and laying in situ / ready mix cement concrete of M10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)) with SCADA with Natural / VSI standard Artificial Sand) (A)

Providing and laying weep holes of 100MM diameter AC/PVC pipes as per drawing for abutment return, return walls etc. complete (A)

Providing and laying plain in situ / ready mix concrete of M25 cement concrete of trap/ granite/ quartzite/ gneiss metal mechanically mixed, placed in foundation and compacted by vibration necessary bailling out water, curing concrete batch mix plant, pan mixcher with Natural / VSI standard Artificial Sand) (A)

Providing and laying in situ/Ready Mix M-25 R.C.C. of trap/ granite/ quartzite/ gneiss metal for R.C.C work of ballast wall, kerbs and box return including scaffolding compaction form work finishing and curing ect. complet (excluding reinforcement) with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand.(A)

Providing and laying in situ/Ready Mix M-20 R.C.C. of trap/ granite/ quartzite/ gneiss metal for R.C.C work of ballast wall, kerbs and box return including scaffolding compaction form work finishing and curing ect. complet (excluding reinforcement) with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand.(A)

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 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutments, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications etc. complete.(A)

Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface/kerb etc. (A)

Providing and laying bituminours concrete using crushed aggregates of grading 2, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling t achieve the desired compaction for 30/40 mm compacted thickness with VG-30 Bitumen, Excluding prime/ tack coat, For Bitumen VG-30 bulk—USING 80 TPH Batch mix type hot mix plant withSCADA, Sencor Paver, Intelligent Compactor with compaction analyzer and V-Sat attachment with Stone Dust filler. (A)

Providing and applying two coat of water based cement paint to un plastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence etc. complete (applying 1 litre paint on 2 sqmt)

Providing R.C.C. Parapet wall C.C M20 of trap/granite/quartzite/gneiss metal with Cast in situ/precast panels as per the detailed drawing including reinforcement, scaffolding centering, formwork, compacting, finishing an curing etc. complete.n (with fully automatic micro processor based PLC with SCADAn enabled concrete batch mix plant / pan mixer)) (A)

Providing dry rubble stone pitching 23 cm thick including all material, quarry spalls, labour etc. complets. (A)

Providing project management consultancy services inclusive of procurement of full time authority engineer 1 no. resident engineer/project manager 1no. Site engineer /quality assurance engineer 2 no and survey engineer 2 nos for the full time before ,during and after execution of the work inclusive of their machineries , instruments, equipments etc. including survey and levelling , supervision, taking various permissions from different authorities, preparation of bill, preparation of drawings at various stage , taking photograph and keeping its record before during and after construction of work fully enanaged with the departmental staff (i.e. working as departmental staff);inclusive of total responsibility of failure /damages during and after construction as envisaged in the design of the structure with inclusive of own supervision vehicles ,accidents liabilities and resolving the lawfull matter if occurred before ,during and after construction of work ,restricting the offer maximum amounting to 2.0 % ( Excluding GST as applicable Time to Time) or within it of the civil cost of the work (excluding cost of testing charges ,royalty charges and G.S.T. charged to the work )etc. complete as directed by engineer incharge.(A)

Providing project management consultancy services inclusive of procurement of full time authority engineer 1 no. resident engineer/project manager 1no. Site engineer /quality assurance engineer 2 no and survey engineer 2 nos for the full time before ,during and after execution of the work inclusive of their machineries , instruments, equipments etc. including survey and levelling , supervision, taking various permissions from different authorities, preparation of bill, preparation of drawings at various stage , taking photograph and keeping its record before during and after construction of work fully enanaged with the departmental staff (i.e. working as departmental staff);inclusive of total responsibility of failure /damages during and after construction as envisaged in the design of the structure with inclusive of own supervision vehicles ,accidents liabilities and resolving the lawfull matter if occurred before ,during and after construction of work ,restricting the offer maximum amounting to 2.0 % ( Excluding GST as applicable Time to Time) or within it of the civil cost of the work (excluding cost of testing charges ,royalty charges and G.S.T. charged to the work )etc. complete as directed by engineer incharge.(B)

The royalty charges of rubble, snd , soil murum and hand broken metal shall be payable as per rate given in schedule for the quantity actually consumed and for which royalty pass is submitte by the contractor. For crushed metal no royalty shall be paid since it is not leviable being manufactured product from stone. Royalty Charges of Metal (A+B1+B2)

The royalty charges of rubble, snd , soil murum and hand broken metal shall be payable as per rate given in schedule for the quantity actually consumed and for which royalty pass is submitte by the contractor. For crushed metal no royalty shall be paid since it is not leviable being manufactured product from stone. Royalty Charges of Sand (A+B1+B2)

The royalty charges of rubble, snd , soil murum and hand broken metal shall be payable as per rate given in schedule for the quantity actually consumed and for which royalty pass is submitte by the contractor. For crushed metal no royalty shall be paid since it is not leviable being manufactured product from stone. Royalty Charges of Murum (A+B1+B2)

The royalty charges of rubble, snd , soil murum and hand broken metal shall be payable as per rate given in schedule for the quantity actually consumed and for which royalty pass is submitte by the contractor. For crushed metal no royalty shall be paid since it is not leviable being manufactured product from stone. Royalty Charges of Rubble /Lime (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circleTesting of Cement (Standard Consistency ,Fineness, specific Gravity Setting time(Initial and final) Compressive Strength ,Soundness) (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circleTesting of Aggregates Water absorption for ,Specific Gravity Impact Value Crushing value (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circleTesting of Aggregates for Sieve analysis (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circleTesting of Aggregates for Abrasion value (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circleTesting of Aggregates for Flakiness Index / Elongation Test (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circleTesting of Aggregates for Stripping value (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circleTesting of Aggregates For Soundness (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circleMix Design GSB (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circleTesting of Fine aggregates Finness Modules (Sieve analysis) (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circle Testing of Fine aggregates Chloride and sulphate content (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circleTesting of Fine aggregates Silt Factor (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circleTesting of Concrete Cube Compressive Strength M-10 (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circleTesting of Concrete Cube Compressive Strength M-20 (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circleTesting of Concrete Cube Compressive Strength M-40 (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circleConcrete Mix Design M-10 (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circleConcrete Mix Design M-15 (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circleConcrete Mix Design M-20 (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circleConcrete Mix Design M-40 (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circle Flexural Strength of Beam M-40 (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circlePermeabity test of M-40 (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circleCore Sample in concrete M-30 and above (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circleDead Journey charges (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circleConcrete Paving Blocks Compressive strength water absorption (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circle Testing of Rubble Crushing value /Compressive Strength Water absorption and specific Gravity (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circleTesting of Rubble Sieve analysis (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circle Testing of Rubble field moisture Content (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circleTesting of Murum Liquid limit and plastic limit (A+B1+B2)

Carrying out following test for various material as given below from District labourtory/P.W.D or regional laboratory of vigilance and quality control circleTesting of Murum Compaction test (Proctor density) (A+B1+B2)

Testing of CBR (Lab) (A+B1+B2)

Testing of Murum field density by Sand replacement method (A+B1+B2)

Testing of Murum Sulphate and chloride Content (A+B1+B2)

Testing of Steel Bars upto 16 mm ( Tensile Strength % Elongation ,yield Stress, Weight per Meter, Bend /Rebend Test ,Proff Stress) (A+B1+B2)

Testing of Steel Bars above 16 mm ( Tensile Strength % Elongation ,yield Stress, Weight per Meter,Bend /Rebend Test ,Proff Stress) (A+B1+B2)

Testing of Road sign Board retroflective test (A+B1+B2)

Testing of Thermoplastic paint Glass bead content and grading analysis (A+B1+B2)

Testing of Thermoplastic Reflective and yellowness index (A+B1+B2)

Flow ability (A+B1+B2)

Softening Point (A+B1+B2)

Draying time (A+B1+B2)

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