4-laning of Rai-Malikpur Nangal Choudhary Narnaul M.Garh Dadri Rd. km 30.50tokm34.86 and km35.60tokm84.82 incl. Byepass of Vill. Nangal Sirohi with Stg.of Int. reach and Const. of addl. 2-lane ROB parallel to the existing 2-lane ROB in M.Garh Distt.

Amount

Clearing and Grubbing Road Land including uprooting 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, to all lead and lifts. Including removal and disposal of top organic soil not exceeding 150 mm in thickness. (HSR 17.2.3) (by Mechanical means)

Milling on Bituminous Surface: Dismantling of existing damaged Bitumen surface by cold Milling Machine up to any depth and hauling the milled material up to any lead and stacking at nearest recycling Plant site (HSR 17.43.2) Note- The unutilized quantity of reclaimed bituminous mix material shall be recovery item.

Dismantling of flexible pavement including soiling and wearing coat, screening , GSB, brick soiling etc. complete uptotop of existing subgrade level and stacking of old serviceable material , complete in all respect by Mechanical Means NOTE- Dismantling upto top of subgrade (HSR 17.3)

Earth work by excavation for wdg. of road in all kinds of soil by mechanical means including cutting and pushing the earth to site of embankment and berms with all lead and lifts including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections complete in all respect as per x-section attached as per clause No. 301 of MORT&H specification -2013. (HSR 17.10.1) by Mechanical means

Construction of Embankment CBR 8% (for new road/ raising/ berms/etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. (HSR 17.6) Note: If soil of CBR 8% is not available then the agency will do appropriate stabilization as per IRC – SP—89-2010 as approved by SE-In-Charge and nothing extra shall be paid on this account and it will be incidental to work. No earth work will be allowed from PWD land

Excavation for roadwork in soil by manual/mechanical means including cutting , trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including breaking of clods and disposal within ROWas per technical clause 301 of MORT&H specifications. HSR (17.74)

Providing and laying 100 mm thick compacted layer granular sub-base by providing Material as per Grading III (Table 400-1 of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications. (HSR 17.14.3)

Construction of granular sub-base 100 mm by providing Material as per Grading VI (Table 400-1 of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications.

Providing & laying Wet Mix Macadam 250 mm thick (in two layer 125+125mm) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper 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 technical clause 406 of MORT&H specifications.(Based on HSR 17.24) Note: - 1.Only crushed stone material should be used. No local earth/ natural occurring sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by the engineer.

Prime Coat @ 0.60kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical clause 502 of MORT&H specifications (HSR 17.25)

Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications (HSR 17.26.2) in Two layer (50+45)

Providing & laying 95 mm DBM using the reclaimed material to the extent of 30% per cent of the required quantity after carrying out necessary check and evaluation, adding fresh mateerial including rejuvenation as required, grade, level and thickness, all as specified in clause No.519. (5th revision) 2013 using bitumen VG-30 (minimum Bitumen content 4.50% i/c bitumen of retrieved material as per job mix formula) using 100-120 TPH batch type hot mix plant with appropriate arrangement for use of R.A.P, appropriate roller and with hydraulic paver finisher with sensor control to the required grade. The milled material to be used in DBM shall be minimum 80% of the theoretical quantity. Note:- If bitumen required is more than 4.50% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. (HSR 17.43.1)

Providing and laying 40 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 40 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications (HSR 17.31.2)

Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect.(HSR 17.69.2)

Part B Cross Drainage Structures / Bridge's MNB / Drainage and Protective works / VUP 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 shorting the dismantled material disposal of unservicable material with all lead and lift complete in all respect as per clause No. 202 of MoRT&H specification-2013 Slab culvert upto 3.00 m span

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 and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORT&H specifications. HSR 15.1.2.1 Depth upto 3 mtr

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). All works up to Plinth Level M-15 grade plain cement concrete. (cement content considered @ 240 kg/cum)

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). All works up to Plinth Level M-20 grade plain cement concrete. (cement content considered @ 300 kg/cum)

Providing and laying in position RCC of Grade M25 for Substructure complete as per drawings and Technical Specifications Sections. (HSR 27.10.1.1)

Providing and laying in position RCC of Grade M35 for Box structure complete as per drawings and Technical Specifications Sections.HSR 27.12.1.1)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ retum wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1 V :20H towards drawing force. Complete as per drawing and MoRT&H Specifications (HSR 27.15)

Back filling behind abutment, wing wall and return wall complete as per drawing and MoRT&H Specification. Granular material (HSR 27.16.1)

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 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. (HSR 34.31) Including cost of Anti Corrosive Epoxy Based Paint.

Drainage Spouts complete as per drawing no. SD/205 and MoRT&H MoRT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) For fabrication (HSR 27.44.1)

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & MoRT&H Specification. (HSR 27.51.2)

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation as per clause 2606 of MoRTH Specification (5th Revision, 2013). (HSR.27.55)

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates. Including excavation for trimming for preparation of bed. Nominal excavation required for preparation of bed has been taken into account while making provision for labour. (HSR 35.6)

Providing and laying Pitching on slopes laid over prepared filter media induding boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder (HSR 35.9.1)

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Includes Mazdoor required for trimming of slope to proper profile and preparation of bed. HSR 35.10

PCC Grade M15 (with concrete Mixer) Height up to 5m (HSR 27.5)

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (HSR 34.49)

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 (HSR 34.2.1)

Providing and Laying 600 mm dia Reinforced Cement Concrete Pipe NP3 / NP-4P /prestressed Concrete Pipe on First Class Bedding in Single Row Providing and Laying Reinforced cement concrete pipe NP3 /NP-4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1 :2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets 1000 mm dia, as per clause 2900 of MORT&H specifications. (HSR.17.61.1)

Providing and laying of PCC M15 levelling course 100mm thick below the pile cap MORT&H clause 1100 & 1700 HSR 15.44

Providing & laying M35 reinforced cement concrete in pile caps/open foundation including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1100, 1500 & 1700. HSR 15.43.4

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. (HSR 27.45)

Providing & laying reinforced cement concrete in approach slab including form work and reinforcement complete as per drg. and MORT&H specifications sections 1500, 1600, 1700 & 2100 and clause 2704. (HSR 27.46)

Providing and laying in position machine batched and machine mixed design mix M-35 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works up to plinth level (HSR 6.25.1) + (HSR 6.26.2 ) (Note :- Cement content considered in this item is @ 350 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix).

Providing and laying M-20 grade concrete in Curtain wall/Toe Wall complete as per drawing and Technical Specifications (HSR 27.6)

Supplying, placing and fixing TMT/HYSD bar reinforcement complete as per drg. and MORT&H specifications section 1600 & 2200 a) For sub-structure(HSR 27.13)

b) Supplying, fitting and placing HYSD bar reinforcement For super-structure complete as per drawing and MoRT&H specifications (HSR 27.38)

PSC GIRDER M-45 Furnishing and placing as per drwaing prestressed cement concrets in superstructure as per drwaing and technical specifications (HSR 27.36) (A) The scope of work in the item includes. (1) The cost of initial layout ensuring correct levels. (2) The cost of design of the job mix. (3) The cost of providing and mixing all ingredients including admixtures etc. with batching plant, transportation, placement, compaction, steam curing and finishing etc., which shall also involve preparation of surface, placing in position with anchorages as per specification and the direction of the Engineer-in-charge, complete job. (4) The item includes the cost of disposal of all spoils and to keep the work area neat and tidy during the work and there after. (5) The item includes the cost of barricading and all safety measures including management of traffic as desired by the Engineer-in-charge and as specified elsewhere in the tender document. (6) The item includes the cost of foundation preparation, making casting bed to take care of loads and settlements.(7) The cost of all incidentals, labour, material, equipment and works required for the executions of the job as per the direction of Engineer-in-charge. (8) The cost of testing all materials involved in the execution of the item as per QAP. (9) The cost of working for all leads, lifts, pumping / bailing out water, labour, material and equipment etc. (B) Mode of Measurement:(1) Measurement shall be made for the volume of finished concrete only and will be restricted to the quantities as per the dimensions shown in the approved drawings. The reinforcement steel shall be measured & paid separately.(C.) AS PER SITE FEASIBILITY, CONTRACTOR MAY CHOOSE PSC GIRDER BY LAUNCHING METHOD.

Cement Concrete M 45 for solid slab/voided slab super-structure, 16-26 per cent of cost of concrete labour, material and machinery cost HSR 27.35.1.1

Providing anf fixing High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications (HSR 27.39)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works up to plinth level (HSR 6.25.1) (Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix).

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing all complete as per Technical specifications and as directed by the Engineer-in-charge. a) 90 cm equilateral triangle HSR 34.4.1

Mandatory sign board 600 mm circular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 3 mm thick aluminium Composite material (ACM) sheeting having aluminium 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 6Dx60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 Using retro reflective Sheeting Class C as per IRC 67 2012 (HSR 34.7.1)

Informatory sign board 800x600 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium 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 60x6Dx3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size .45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 Using retro reflective Sheeting Class C as per IRC 67 2012 80 mm x 60 mm rectangular HSR 34.8.1

Cautionary sign board 600x600x600mm triangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 3 mm thick aluminium Composite material (ACM) sheeting having aluminium 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 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45xD.45xD.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 HSR 34.5.1

Advance Direction signboard 1200x900 square as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium 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 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per dause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 Using retro reflective Sheeting Class C as per IRC 67 2012 (HSR 34.13.1)

Advance Direction signboard 1200x1800 square as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium 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 60x6Dx3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per dause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 Using retro reflective Sheeting Class C as per IRC 67 2012 (HSR 34.15.1)

Overhead sign board 6000x1500mm cantilever type single sided as per IRC 67-2012 with retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012 fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 40x40x6mm angle iron supported on designed single support system of MS pipe and plates in the form of a cantilever type truss made with 350NB pipe @50kg per metre as vertical support, 50NB pipe @ 4.50kg per metre and 40NB pipe @ 3.61kg per metre for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per clause 802 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 . (HSR 34.20.1)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising 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.)(HSR 34.26)

Reinforced cement concrete M25 grade 5th kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications 5th kilometre stone (precast) (HSR 34.27.1)

Reinforced cement concrete M25 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications Ordinary kilometre stone (precast) (HSR 34.27.2)

Providing & fixing Reinforced cement concrete M-25 grade 200 meter stone of standard design as per IRC:8- 1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications (HSR.34.27.4)

Providing & fixing Reinforced cement concrete M15 grade boundary pillar of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting (HSR 34.28).

Providing and fixing of standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white colour using Microprismatic retro reflective sheeting on each side conforming with IRC 67-2012 and meeting the coefficient of retro reflection values as per Class C table specification. The delineator shall be painted with only black colour powder coat of minimum 40 microns thickness, on top of retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above ground, width not less than 100 mm and shall extend not more than 300 mm below ground while being installed. The delineator shall have grooves across the length to make the reflective sheet vandal proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc or as desired by site engineer. The product shall be provided with 3 year outdoor warranty report tested in India condition as per IRC 67: 2012 requirement. (HSR 34.37)

Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values @ ASTM E 809 & ASTM D 4280. The detailed specifications and the product shall conform to ASTM D4280 and ASTM E 809. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 like abrasion resistance and fixed to the road surface using the epoxy adhesive. Two cylinderical polymer shanks of not less than 20 mm diameter and not less than 30 mm length shall be moulded 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 Methacrylate 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. (HSR 34.34)

Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite 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 .45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67- 2012. Using high intensity Microprismatic grade retro reflective Sheeting Class Bas per IRC 67 2012 HSR 34.19.2

Bridge Work , FOUNDATION - PILES & PILE CAPSBored cast-in-situ M35 grade R.C.C. Pile using Hydraulic Rig excluding reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead up to 1000 m MORT&H clause 1100 & 1700 (HSR 15.29) (i) 1000 mm dia piles

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 and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORT&H specifications Ordinary by Mechanical means Depth up to 3 m (HSR 15.1.2.1) Note:- Cost of dewatering up to 5 per cent of labour & machinery cost may be added, where required. Assessment for dewatering shall be made as per site conditions .

Levelling Course for Pile cap Providing and laying of PCC M15 levelling course 150mm thick below the pile capMORT&H clause 1100 & 1700 (HSR 15.44)

Cement concrete for reinforced concrete (M-35) in pile cap complete as per drawing and tehnical specifications as per clause 1100, 1500 & 1700 of MoRT&H specification.(HSR 15.43.4.2)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications MORT&H clause 1600. (HSR 15.45)

SUBSTRUCTURE- Piers, Abutments and BearingsRCC Grade M35 Height up to 5m With Batching Plant, Transit Mixer and Conerete Pump (HSR 27.12.1.2)

Grade M40 for bearing Pedestals Furnishing and Placing Reinforced Prestressed cement concrete in super-structure as per drawing and MoRT&Hm clause 1500, 1600 and 1700 of MORT&H Specification). Using Batching Plant, Transit Mixer and Concrete Pump (HSR 27.34.1.1) It includes all heights

Supplying, fitting and fixing in position true to line and level POT -PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved MoRT&H Specifications. (HSR 27.23)POT-PTFE Fixed Bearing

POT-PTFE Guide Bearing

POT-PTFE Free Bearing

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications clause 1600 & 2200. (HSR 27.13)

SUPER STRUCTURE PSC Grade M-45 using Batching Plant, Transit Mixer and Concrete Pump For formwork and staging add the following: For T-beam & slab including launching of precast girders by launching truss up to 40 m span, 21-31 per cent of cost of concrete. Height 5m to 10m (HSR 27.35.2.2)

RCC/PSC Grade M35 Furnishing and Placing RCC Deck Slab Reinforced Prestressed cement concrete in super-structure as per drawing and MoRT&Hm clause 1500, 1600 and 1700 of MORT&H Specification). Using Batching Plant, Transit Mixer and Concrete Pump (HSR 27.32.1.2) For solid slab super-etructure

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and MoRT&H specifications (HSR 27.38)

Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 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 Ill dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified i) Excavation and backfilling are incidental to work and not to be measured separately. ii) Rate for RCC M 20 may be taken from chapter on super structure. (HSR 34.31)

Providing and fixing hand rail over the crash barrier kerb consisting of MS base plate, embedded fasterner and nuts. MS vertical plates and pipes etc, as shown in the drawings and as per specifications and painting the same with 3 or more coats of paints. All the railling components as mentioned above to be hot dip galvanised with a zinc coating of at least 175 gm/sqm. Item to include all incidental works required to complete the work as per the directions of the Engineer-in-charge. (N.S)

Strip Seal Expansion Joint: Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation as per clause 2606 of MoRTH Specification (5th Revision, 2013). (HSR 27.55)

Drainage Spouts complete as per drawing no. SD/205 and MoRT&H MoRT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) For fabrication (HSR 27.44.1)

Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 Using Concrete Batching and Mixing Plant (HSR 34.1.2)

Footpath on approaches M-15 grade plain cement concrete cum (HSR 15.44) (cement content considered @ 240 kg/cum) (HSR 6.23.1.1)

Providing and laying of chequered precast cement concrete tiles 22 mm thick Providing and laying of chequered precast cement concrete tiles 22 mm thick match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1 :4 (1 cement: 4 coarse sand). Dark shade pigment using ordinary cement (HSR 10.30.3)

Stone Matrix Asphalt (SMA) 50 mm thick Providing and laying 50 mm thick stone matrix asphalt (SMA) using stabilising additives @ 0.30% by weight in the mix, hydrated lime @ 100% using stone aggregate 20 mm, 10 mm and Drum type batch mixing plant as per standard job mix formula including additional aggregates of size 1 to 3 mm applied over the hot surface @ 1 to 2 kg per sqm immediately after compaction to achieve density of 2.3 gm per cc and Bitumen grade CRMB - 55@ 5.8% by weight complete as per HSR specifications HSR 17.38

RETAINING WALL IN SOLID FILL PORTION Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORT&H Specifications. RCC Grade M35 Using Batching Plant, Transit Mixer and Concrete Pump (HSR 15.8.8.2)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Thermo-Mechanically Treated bars of grade Fe-500D or more. (HSR 6.33.6)

Providing Square Bar on Stair Case HSR 30.73

Providing nosing angle for steps of staircase HSR 30.73

Interlocking Concrete Block Pavement Providing and Laying 80 mm thick ISi marked lntertocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. (HSR 17.69.2)

Providing, fitting and fixing mild steel railing over staircase on both sides complete as per drawing and technical specifications HSR 27.43

Structural steel work of Fe 410WA in compound girders or stanchios built up from plates or joists or channels section welded including cutting and fixing all gusset plates, bolts, nuts, welding rods etc complete with flange plates, heads, sole plates, angle connection etc, complete with trail assembly, hoisting and erecting in position. i/c grit plasting, primer & two courts of readymix paint as per specification (HSR 13.28)

Providing and Laying in position M35 grade precast concrete fascia wall panel using 43/53 OPC cement with precast fascia panel with foron liner finish including TMT bar with reinfocing elements of synthetic geogrid and bearing pad, joint fillers tie strips and fastners and all accessories and consuomables complete job and drawing and as pwer clause 3100, 3102, 3104 of MoRTH specifications of R&B works as per approved supplier designer and drawing. 1- The drawings shall be approved by the deptt for execution of the work. The scope shall include grand improvement if required, 2- the scope include cost of levelling pads, consisting of M15 PCC of 450 mm in width, Which shall not be paid seperately, 3- it includes cost of epoxy based anti corrosive paint

APPROACH ROAD Construction of Embankment with Material obtained from Borrow pit Construction of Embankment with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications (HSR 17.6)

Construction of Embankment with Material obtained from Borrow pit Construction of Embankment with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications (HSR 17.6)

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (MoRT&H 4.2) Grading-III

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (MoRT&H 4.2) Grading-VI

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper 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 clause 406 of MoRT&H specification (MoRT&H 4.12)

Providing and laying dense graded bituminous macadam (in two layer) with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified gradeing, premixed with bituminous binder VG-40 grade @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher wit sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause 507 complete in all respect (MoRT&H 5.6)

Providing and applying prime coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502 of MoRT&H specification (MoRT&H no. 5.1)

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MoRT&H specification (MoRT&H no. 5.2)

Providing and laying 30mm thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.2 per cent of mix and filler, transporting the hot mix to work site laying with a hydrostatic pver finisher with sensor MoRT&H control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause no. 509 complete in all respect (MoRT&H no. 5.8)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising 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. Note:- 1. A sealing primer may be applied in advance on cement concrete pavement to ensure proper bonding. Any laitance and/or curing compound to be removed where paint is required to be applied on concrete surface. 2.Cost of painter is already included in hir charges of road marking machine. (HSR 34.26)

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. HSR 11.73.2

Painting Two Coat synthetic emulsion paint on concrete surface (road kerb) Road kerb footpath Service road

RE Wall Earth Work in Excavation HSR 15.1.2.1

Concrete M35 Friction Slab HSR 27.12.1

PCC M15 Under RE & RT Wall HSR 15.44

Concrete of RT Wall M35 HSR 15.43.4

Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade 250 mm high in M 20 grade PCC on M-10 grade mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation laid with kerb laying machine, foundation clause 408 (HSR 34.1.2)

Providing and placing in horizontal layers filtering media screened washed and cleaned as described below -Top Layer: Top Layer: (effective size 0.2 to 0.4 mm with uniformity coefficient 2.0 to 3.0) from Ghaggar or other approved source (HSR 20.52.1)

SERVICE ROAD/SLIP ROAD Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 as per clause 305 of MoRT&H specification (MoRT&H no. 3.18)

Dry Lean Cement Concrete Sub- base 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, aggregate cement ratio not to exceed 15: 1, aggregate gradation after blending to be as per table 600-1, 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, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, as per clause 601 of MORT&H specifications Note:- Quantity provided for aggregate is for estimating purpose. Exact quantity shall be as per mix design.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (MoRT&H 4.2)

Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixer with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, complete as per clause 602 of MORT&H specifications. HSR 17.45

Kerb Stone in Service road HSR 34.1.2

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper 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 technical clause 406 of MORT&H specifications HSR 17.24

DRAIN 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 and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORT&H specifications HSR 15.1.2.1

Plain/Reinforced Cement Concrete, in Well Foundations complete as per Drawing and Technical Specification, in Well Steining PCC M15 in Drain HSR 15.12.1

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in HSR 7.21.1

Plastering in Drain HSR 11.5

Side Drain Cover M 25 in slab

Reinforcement in side drain cover

Drainage pipe 9'' dia

Miscellaneous Items Pavement Marker (Cat Eyes) Moulded shank raised pavement markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing 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. W/NH/33023/10-97-DO III dt. 11.06.1997. The height width and length shall not be exceed 50mm, 100mm and 100 mm and with minimum reflective area of 13 Sqcm. On each side and the slope to the base shall be 35+/- degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2 mm and height not less than 30+/- 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 (of reputed make such as Avery Dennison/3M)Cat Eyes (HSR 34.36)

Providing & fixing road side delineator of height 1200 mm made of M. S. tube size 100 x 80 mm having thickness 1.2mm of height 900 mm and balance 300 mm of M. S. angle 25 x 25 x 3 mm. Having micro prismatic retro-reflective panel conforming to IRC : 67-2012 type 4 HIP and of size 80mm x 150mm on both sides as per clause No. 800 of MORT&H. Complete delineator processed by heat treatment process to makes it resistant to all weather effects fixed in C.C. 1:2:4 block size of 300 x 300 x 450 mm as clause No. 806 of MORT&H specification 5th revision 2013) Delinators (HSR 34.37)

Public Health Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm a) 100 mm i/d

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm a) 400 mm i/d

Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISi marked K-9 grade S&S pipes as per 15:8329- 2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately. a) 100 mm i/d

Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. a) Up to 300mm dia

b) Above 300mm dia and up to 600mm dia

Provision for supplying laying, jointing, cutting & testing of MS Casing and carrier pipeline of various size with open cutting mathod to connect the existing/ proposed pipeline for crossing of proposed national highway including all type required specials and miscellaneous & consumables items complete in all respect. a) 100 mm i/d MS Carrier pipeline

150 mm i/d MS Carrier pipeline

200 mm i/d MS Carrier pipeline

250 mm i/d MS Carrier pipeline

450 mm i/d MS Carrier pipeline

700 mm i/d MS Carrier pipeline

Provision for supplying, laying cutting & testing of 450 mm i/d RCC NP-3 Pipe Inlet Channel on required depth as per site condition of existing RCC Pipe Inlet Channel complete in all respect.

Provision for construction of RCC Hodi of size 1.00 Mtr. x 1.00 mtr. for making connection of existing and proposed RCC Pipe Inlet Channel as per requirement of actual site condition complete in all respect

Supplying, laying, jointing, cutting and testing 200 to 300 mm dia, SW pipe Sewer including cost of excavationand refilling complete including cost of manhole chamber complete in all respect as per PH design. a) 200 mm dia SW pipe Sewer

250 mm dia SW pipe Sewer

300 mm dia SW pipe Sewer

Electrical M+6 Extension Tower Wt.1516 kg.

Civil foundation of M+6 Tower

Twin piece welded tower D/C 42 ft. long wt. 653kg

PCC pole 11 Mtr. long

11 KV Top Brackets / hamper Wt. 1.480 Kg. UHBVN Drg. No.STD-5

G.I V-Shape X Arm 100x50x6 mm Wt. 13.200 kg.

Half Clamps Wt. 1.47 Kg. HVPN Drg. No. 2380

Full Clamps Wt.2.325 Kg. HVPN Drg. No. 2349

11kV polymeric Pin with Insulator

11 KV polymer Disc insulator with fitting (T&C Type)

Disc fitting (T&C type)

LT Insulator

Stay Sets 8' long complete with X-Plat 460mm of Angle 65x65x6 Elbow & rod Wt. 13.80 Kg.

Stay wire 7/8 SWG

G.I Channel 100x50x6mm 2200mm for H pole,wt.21.100 kg

G.I Angle Iron 50x50x6mm 2400mm for earth wire,wt. 10.80kg.

G.I Channel 75x40x6mm 2200mm for fuse unit,wt. 15.30 kg

G.I Channel 100x50x6mm 1600mm for T-off,wt. 15.40 kg.

GI flat T-off brassing (900mm), 50x6mm wt. 2.16kg.

GI channel 75x40x6mm(750mm) for LT/HT lines poles wt. 5.355kg.

G.I Transformer plateform complete set COMPLETE Wt.69 Kg.

11 KV GO Switch Complete with handle,pipe &supporting Channel (11MTR. Long)

Chemical Earthing

Reinforcement of steel

Welding charges

ACSR conductor 50 mm2 (rabit)

ACSR conductor 80 mm2 (rabit)

GSL 8 SWG

GI nut & bolt off size

Earthing rod wt. 6.175 kg.

GI pipe 40mm dia 6 mtr. long for earthing set B-class

GI strip 25x6mm 9mtr. For earthing wt. 10.80 kg. (Tata/sail make)

Lightening Arrestor 9 KV

BI metalic clamp 12mm for L/T rod

PG clamp

2C*10mm sq. unarmoured PVC

4C*16mm sq. unarmoured PVC

4C*25mm sq. unarmoured PVC

4C*50mm sq. unarmoured PVC

4C*95mm sq. unarmoured PVC

HT XLPE cable 3c*50mm sq.

HT XLPE cable 3c*95mm sq.

HT XLPE cable 3c*300mm sq.

HT XLPE cable 3c*185mm sq.

Termination kit O/D 3c*300 mm2

Termination kit O/D 3c*50 mm2

Termination kit O/D 3c*185 mm2

Termination kit O/D 3c*95 mm2

wodden gutka Aprox. Rate

HDPE pipe 160mm

HDPE pipe 200mm

LT fuse unit board for use on DTs from 25,63,100 and 200KVA DTF

11KV 3c x185mm2 outdoor heat shrinkable termination kit

Galvanizing of steel items

GI channel 100x50x6mm (1600mm) for cuntiliver

GI channel 75x40x6mm(750mm) for cuntiliver

GI channel 50x50x6mm(750mm) for cuntiliver brassing

D/O pcc pole 9 mtr.

D/O pcc pole 11 mtr.

GI pin with insulator

D/O H pole

D/o ACSR 20/30mm2

D/o ACSR 50mm2

D/o 11KV G O Switch

D/o HT XLPE cable 3c*50mm2

D/o HT XLPE cable 3c*185mm2

D/o HT AB cable 50+70mm2

D/o 25 KVA TF only

D/o 2/CX 10mm2 LT PVC cable

D/o 63KVA TF only

D/o 100KVA TF only

D/o 200KVA TF only

Re E/o 25 KVA TF only

Re E/o ACSR 50mm2

Re E/o 63 KVA TF only

Re E/o 100 KVA TF only

Re E/o 200 KVA TF only

D/o 4c PVC upto 20mtr.

D/o 2c PVC upto 20mtr.

D/o 4c PVC 16mm2

D/o 4c PVC 25mm2

D/o 4c PVC 50mm2

D/o 4c PVC 95mm2

The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculatting financial statement of the agency. Material obtained from dismantling of existing brick work, bituminous layer and granular layers have been calculated taking assumption that 80% of theoretical material will be retrieved. The dismantled material can used in any of the item for the work after modification (bringing it to required specifications) after approval from employer. In case it is not possible to use this material on the work, the agency can take away this material. This material can be taken away by the agency at the price quoted by the agency but minimum price to be quoted is limited to reserve price as fixed and mentioned as under:- Scarifying the existing bituminous surface @ Rs 1867/- per Cum

SBIPL-KCPL JV