Construction of New 4 lane ROB at Gate No 3 of Paradip Port Authority

No Length Br Ht Qty

Additional Bed 3

Parapate wall 2

Boulder filling 4

Coal Taring BOX

Mastic Wearing Course

E/W in formation 1

Approach Road 1

Approach Road 1

Approach Road 1

Bullah Piling 4

Name of the Work: Execution of Earthwork in approaches, RE Wall, Crash Barrier, Pile Foundation, RCC BOX bridges with Pile/open foundation, ground improvement, WMM, Bituminous Macadam, Bituminous Concrete, Construction of Drain, Road Lighting and other allied work in connection with "Construction of New 4-lane ROB at Gate No:-3 of Paradip Port Authority.

Name of the Tenderer:

Sr. No. Description of Schedule Estimated Cost in Rs. Rate quoted by Contractor as percentage above/ below/ at par over the estimated rates Price in Rs.

Percentage in Figures Percentage in Words Write whether Percentage quoted in Col. 4 & 5 is above/below/at par over estimated rates In Figures In Words

A Earthwork in formation

B Bridge, Crash Barrier, Drain work

C Supply of Reinforcement steel

D Supply of Cement

E Road Work, RE Wall, Road Ligting work etc

F Ground Improvement

SN Description of Items Unit Qty Rate (Rs) Amount (Rs) ECOR USSOR 2021 ref

Sch-A (Earthwork in formation)

1 Earthwork in filling in Embankment Fill and Prepared Subgrade of formation including guide bunds, around buried type abutments, bridge approaches, trolley refuges etc using contractor's earth of approved quality as per RDSO guidelines for design /Construction of formation on Indian Railway track issued vide letter no. RS/G/108/Heavy Axle Load dated 26.10.2016 (using A/B1/B2 group soil (with CBR value of 5 or more generally but not less than 4 in isolated cases) or C group soil (with CBR value of 3 or more generally but not less than 2 in isolated cases) compacted at 97% of MDD in Embankment Fill and using A/B1/B2 group soil with CBR value of 7 or more generally but not less than 6 in isolated cases compacted at 98% of MDD in prepared subgrade), procured from outside railway land including site clearances, setting out and demarcation, benching, initial compaction of subsoil after levelling the surface after site clearance, spreading loose earth in layers of maximum 30 cm thickness using grader up to extra width of 0.5 m beyond designed profile, compaction using vibratory compactors, top and side dressing and removal of extra earth from sides to provide final formation as per designed profile as per RDSO Guidelines. The rate shall include cutting of trees with girth upto 30 cm, making good the pockets and depressions left in soil during clearing and uprooting of jungle/trees at site and initial compaction of sub-soil thereafter. The rate shall not include cutting of trees of girth beyond 30 cm and compaction (excluding initial compaction of sub-soil mentioned above),which shall be paid separately. The minimum Ev2 Criteria as mentioned in the guidelines of 2009 is not applicable. The rate shall include cost of all field and laboratory tests including those required for subsoil but excluding CBR tests which will be paid vide separate BOQ item. Cum Accepted rate of item no-1001 (a) of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

2 Earthwork in excavation by mechanical means (Hydraulic excavator) in cutting, in formation, trolley refuges, side drains, yard drains, catch water drains, etc. including leading usable cut spoils up to 200 M and making formation in filling (as detailed in item no. 1) using the cut spoils, site clearances, setting out and demarcation, disposing off surplus unusable cut spoils as per directions of the engineer, and top and side dressing and compaction of cutting formation to provide final formation as per designed profile. The rate shall include compaction of cutting formation and initial compaction of sub-soil where cut-spoils are used in filling. The rate shall not include cutting of trees with girth above 30 cm and compaction of cut spoils in filling, which shall be paid separately. Note- (1) Rock spoils such as stones, boulders, pebbles, gravels etc available from excavation, if are found suitable for use in works as per required specifications even after modifications etc., can be used free of cost but the legally payable royalty and taxes are to be paid by the contractor to the concerned authorities:-Soil excluding rock. Cum Accepted rate of item no-1002 (a) of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

3 Incremental rate for every Km or part thereof over item 1002 for leading cut spoils beyond 200 M for making formation in filing. Cum Km Accepted rate of item no-1003 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

4 Earthwork in excavation manually in formation, side drains etc., in the alignment including leading usable cut spoils up to 200M and making formation in filling using the cut spoils, site clearances, setting out and demarcation, disposing off surplus unusable cut spoils as per directions of the Engineer and top and side dressing to provide final formation as per designed profile. The rate shall not include cutting of trees with girth above 30CM and compaction, which shall be paid separately. Cum 5000 Accepted rate of item no-1004 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

5 Mechanical Compaction of Earth and Blanket materials in layers of about 30 CM (or more or less) in loose state using vibratory compactor (of adequate capacity) so as to achieve compaction as per RDSO Guidelines and Specification for Design of Formation for Heavy Axle Load – Nov 2009. Minimum EV2 Criteria as mentioned in the guidelines is not applicable. Note: The payment for compaction shall be based on the computed quantity of earth work/blanket work from the cross sections. The payment, however, will be restricted only to the approved design profiles furnished by the Engineer; or the actual quantity executed whichever is less. Cum Accepted rate of item no-1006 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

6 Cutting down trees and uprooting of roots including transporting the wood to nearby railway store or forest godown as per direction of the engineer. Note: (i) Cutting of trees with girth less than 30 cm and their clearance is covered under item No. 1001 & 1002. Girth will be measured at a height of 1 M above ground level. (ii) Contractor will arrange necessary forest clearance on behalf of IPRCL before cutting/felling trees.

a Girth above 30 CM and up to 60 CM Each 50 Accepted rate of item no-1009-a of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

7 Providing barricading with the help of fencing along the running track where the work is to be done in close vicinity of the track. The fencing shall be minimum 1.5m high with MS angle posts 1.8 m height of size 50 x 50 x 6mm provided with hooks etc. placed every 2.0m apart, embedded in cement concrete (1:2:4 ) blocks of size 0.23 x 0.23 x 0.23M and every 15th post (or nearer, if there is abrupt change of ground slope), last but one end post and corner post shall be strutted on both sides and end post one side only and struts embedded in cement concrete (1:2:4) block of size 0.23x0.23x0.23 M, provided with 5 horizontal lines and two diagonals of G.I. barbed wire 9.38 kg/100m (min) between the two posts fitted and fixed with G.I. staples driven into the posts including 2 bands(red and white) 300 mm long shall be painted with water bound paints on the ballies from top and two bands (100 mm apart) of yellow illumimous tap of width 50 mm shall be pasted on top white band. The rate includes cost of all materials including cement. After execution of all works requiring safety fencing in particular stretch, the fencing shall be removed with the approval of the Engineer-in-charge and formation shall be repaired to its profile and released materials will be contractor’s property. Meter 400 Accepted rate of item no-1016 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6%

8 Conducting test for determination of California Bearing Ratio as per IS: 2720 Each 10 Accepted rate of item no-1017 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

9 Filling the low laying area with saline sand or dreged spoil as per required level in layer wise ,each layer not exceed 1mtr.,watering ,compacting with VRR to achive OMC etc all complete as directed By EIC Cum 457.66 PPA SOR item no-7 of Road Work

10 Earth work in for sweet earth and transported by tippers for filling the midverge area for plantation purpose as directed by the Engineer-incharge. Cum 1000 PPA SOR item no-36 of Road Work

12 Turfing / planting, including all lead & lift and watering as required until properly rooted with. Note: Initially payment of only 40% will be made. Balance 60% will be paid after 3 months of maintenance period, only if the turfing is properly rooted on entire turfed area. Sqm Item no-013021 -12% GT+10% PE @5% PA for 2 years

Total for Sch-A

Sch-B (Bridge, Crash Barrier, Drain work)

1 Earth work in excavation in foundation of bridges to desired profile including backfilling, compaction of back fill, and disposal of surplus earth as per directions of the Engineer.: Soil excluding rock Cum Accepted rate of item no-2001-a of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

2 Extra over item-1 for quantities of works, executed in or under water and/or liquid mud/under foul position including pumping out water as required. Note: 1. All excavations in foundations shall be paid for as “dry”, except such as is actually below sub-soil water level and requiring continuous bailing or pumping. The contractor will be responsible that no work in excavation at the increased rate for wet‖ excavation is commenced, until the work has been inspected by the Engineer or the Authorised representative of the Engineer, and approval obtained stating the point from which the wet‖ excavation commences. 2. The rate for dry excavation includes seepage water standing up to a maximum of 15 cm in depth in 3 hours when work is not in progress. The rate for wet excavation includes the cost of pumping or bailing out water with the contractor‘s tools, plants, fuel and labour. Cum Accepted rate of item no-2002 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

3 Providing and laying M 20 or richermix cement concrete in foundation and floor using well graded stone aggregate of 40 MM nominal size. The cost includes shuttering but excluding cost of Cement & Reinforcement steel which shall be paid separately in relevant schedules Cum Accepted rate of item no-2003 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PEA

4 Providing and laying design mix control concrete M20/M25 or richer mix in piers, retaining walls, wing walls, return walls, bottom/top plug of wells and protection work etc. using well graded stone aggregate of 40 MM/20 MM nominal size. The cost includes shuttering but excluding cost of Cement & Reinforcement steel which shall be paid separately in relevant schedules. Cum Accepted rate of item no-2004 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

5 Providing and laying Design mix control concrete M25/M30/M35/M40 in cast-in-situ RCC works of raft, pile cap, pier, abutment, well steining, RCC well kerb, well cap, pier cap, Jacketing, dirt wall, return wall, wing wall, fly wing wall, retaining wall, deck slab, approach slab, foot path slab, wearing course, ballast retainers, RCC railing, inspection platform, pedestal, boxes and other miscellaneous works using well graded stone aggregate of 20 MM nominal size. The cost includes shuttering but excluding cost of Cement & Reinforcement steel which shall be paid separately in relevant schedules. Note: Extra @ 32% of the rate for concreting done for the jacketing work under this item shall be payable and shall deem to include cost of surface preparation, drilling of holes, insertion of dowel bars and grouting of holes etc. required for the work but exclude cost of dowel bars which shall be payable separately under relevant BOQ item. Cum Accepted rate of item no-2005 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

6 Extra for laying concrete in or under water and/or liquid mud/under foul position including cost of pumping or bailing out water and removing slush etc complete. Note: The quantity will be calculated by multiplying the depth measured from the sub-soil water level up to centre of gravity of concrete under sub-soil water level with quantity of concrete in cum executed under sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1m, 0.05m or more shall be taken as 0.1m and less than 0.05m ignored. Cum per meter depth Accepted rate of item no-2007 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

7 Providing Boulder Backing behind wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect. Cum Item no-052250+051030 -12% GT+7.0% PE

8 Providing and laying backfill material behind boulder filling of abutments, wing walls, return walls consisting of granular materials of GW, GP, SW groups as per IS 1498-1970 in required profile . Cum Accepted rate of item no-2016 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

9 Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with cement sand mortar 1:4 on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item). Rate is excluding cost of cement which shall be paid extra under relevant item. Cum 100 Item no-051070 -12% GT+7.0% PE

10 Providing and fixing Weep Holes in Abutments, Wing walls and Return walls etc.,of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge. RMT 900 Item no-022070 -12% GT+7.0% PE

11 Providing and applying two coats of coal tar or bitumen confirming to IS:3117– latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. Cum Item no-025020 -12% GT+7.0% PE

12 Boring, providing and installation of bored cast in-situ Reinforced Cement Concrete piles using Hydraulic piling Rig of specified diameter and length below pile cap of specified grade with Design Mix Cement Concrete, using 20mm graded crushed stone aggregate and coarse sand of approved quality, to carry a safe working load not less than specified, concreting by machine batching, machine mixing, scaffolding, using Admixture in approved proportion (as per IS:9103), placing with tremie pipe, chipping off of pile top to remove laitance concrete above cut off level etc., pumping and bailing out water complete in all respect as per approved drawing, specification and direction of the Engineer in charge. Note: 1. Payment for only cement, reinforcement shall be made extra. 2. Length of the pile for payment shall be measured up to the bottom of RCC pile Cap. 3. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

a 1200 mm dia pile Meter Item no-022092 -12% GT+7.0% PE

13 Providing, fabricating and installing permanent casing pipe for bored piles for all diameters with specified thickness of steel plate including all labour, materials, tools & complete as per approved drawing & specifications complete in all respect as per the direction of Engineer in charge. Note: Payment shall be made as per the weight of circular plate of casing pipe only. MT Item no-022100 -12% GT+7.0% PE

14 Non destructive integrity testing of cast -in- situ piles of 1200mm dia as per specifications and submitting reports in the approval format. Each 24 Accepted rate of item no-2025 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

15 Conducting lateral load testing on single pile or on separate test pile in accordance with IS: 2911(Part IV) with all labour, material, tool & plants, equipment, machinery etc. complete as per drawing and specification as directed by Engineer Each 1 Accepted rate of item no-2046 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

16 Exploratory drilling of Boreholes down to required depth up to 50 M, drilling of 150mm diameter boreholes in all type of soils except hard rock and large boulders (boulder core more than 30 cm), including refilling and reinstating surface, and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion / chiselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area. The rates include taking out samples and conducting all tests as per requirement of relevant IS codes and preparation of final report giving complete and comprehensive record of investigations, laboratory reports and calculations in approved format. The report shall include recommended foundation type for each important and major/minor bridge along with reasons. Meter 50 Accepted rate of item no-2047 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

17 Providing IPN coating developed by (CBR)on PSC girders,slabs and other structures as directed by engineers Sqm 2300 Accepted rate of item no-5 of NS items of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021

Sch-C (Supply of Reinforcement steel )

1 Supply Tor/TMT steel manufactured by SAIL/TISCON/VIZAG Steel of Fe500 confirming to IS-1786 including cutting, straightening, bending, binding & placing the grills in position for RCC works binding the grills with binding wire of 18 to 20 gauge including supply of steel, labour, materials, transportation charges, T&P, taxes, etc. all complete but excluding GST as per the direction of Engineer-in-charge. (NB: No payment shall be made for extra weight than theoretical co-efficient). Quintal 7564.58 PPA SOR item no-11 of Centering and Shuttering

Sch-D (Supply of Cement)

1 Supply of Ordinary Portland Cement 43 grade approved brands/makes MT Item no-025071 -12% GT+7.0% PE

Sch-E (Road Work, RE Wall, Road Ligting work etc)

GRANULAR BASE COURSE AND SUB -BASE

1 Construction of granular sub-base by providing close graded material (Grading l), mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, all complete as per Technical specifications and as directed by the Engineer-in-charge.( Morth Specification 401 ) Cum Accepted rate of item no-1 of Sch-11 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

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.( Morth Specification 406 ) Cum Accepted rate of item no-2 of Sch-11 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

BITUMINOUS COURSE

3 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.( Morth Specification 502 ) Sqm 10800 Accepted rate of item no-3 of Sch-11 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

4 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.6 kg per sqm on concrete surface treated with primer cleaned with mechanical broom all complete as per Technical specifications and as directed by the Engineer-in-charge.( Morth Specification 503 ) Sqm 10800 Accepted rate of item no-5 of Sch-11 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

5 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared nominal bituminous surface cleaned with mechanical broom all complete as per Technical specifications and as directed by the Engineer-in-charge.( Morth Specification 503) Sqm 10800 Accepted rate of item no-3 of Sch-11 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

6 Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total 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 as per MoRTH specification clause No. 507 complete in all respects. Cum Accepted rate of item no-6 of Sch-11 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

7 Providing and laying bituminous concrete Grading II 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 @ 5.4 to 5.6 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 as per MORTH specification clause No. 509 complete in all respects. Cum Accepted rate of item no-7 of Sch-11 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

TRAFFIC SIGNs, ROAD MARKING AND OTHER APPURTENANCES

8 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sin as per IRC -67 made of high intensity grade sheeting vide clause 801.3 fixed over Aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post 75 mmm x 75 mm x 6 mm firmly fixed to the ground by means of properly desiogned 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 specification and as directed y Engineer incharge.

(i) 90 cm equilateral triangle No 6 Accepted rate of item no-8-I to 8-iv of Sch-11 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

(ii) 90cm octagon No 6

(iii)75 cm x 60 cm rectangular No 6

(iv) 80 cm x 60 cm rectangular No 6

9 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 supply of all materials, T&P, labour, Hire and running charges, of all machineries, safety measures, taxes excluding GST etc., all complete as directed by Engineer-In-Charge. Sqm 375.46 PPA SOR item no-35 of Road Work

10 Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 No 200 Accepted rate of item no-10 of Sch-11 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

ELECTRICAL WORKS

11 Supplying,High pressure sodium vapour street lighting fitting die cast aluminium canopy with aluminium housing for control gear, finished stove enamel gray glassy white canopy interior with pair of anodised aluminium reflectors clear acrylic bowl, gasket lining for drip inset resistance,duly wired with porcelain holder, heavy duty copper wound ballast, igniter and HPF condenser including a mercury vapour lamp

(i) 250W high pressure Sodium Vapour Lamp of philips /Bajaj or Equivalent make of material as per IS standards. No 90 Accepted rate of item no-11-i of Sch-11 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

12 Supply and erection of Steel tubular poles with one side arm/ both side arm bracket of specified length including accessories and incidentals as given below a) Sole Plate at bottom. b) Earthing arrangement as per IS Rule with 20mm dia x2m long G.I. earthing rod and 8SWG G.I Wire of 2 in a set. c) Junction box with terminal block and fuse Protection for Luminaries circuit with gasket. Railway Type locking, 440 V Statutoty Notice Board.d) 2x 1C x2.5 sq.mm. PVC insulated copper wire +1No. 1sq.mm. PVC insulated Cu wire from junction box to luminaries. e) Muffing of 300 mm above ground including 3mm thick heat cement finish (6:3:1).f) Providing Suitable class 'B' G.I.pipe with long bend for passage of cable up to cable looping box. g) identification working in Block letters or Digits (40 mm size) one alphabet and 3 nos . in Black Japan Paint withing circle. h) The cost to include for 10mm M.S.Base plate and 4 no.holding down J bolts:transportation cost of carriage of pole anywhere in the project area ,rate to include for multiple handling. j) All steel parts to be painted with an approved coat of anti-corrosive primer and 2 coats of aluminium paint.

(i) 9 mtr. Pole (Double arm pole) No 45 Accepted rate of item no-12-i of Sch-11 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

13 Supply, erection, testing and commissioning of 30 mts. High Mast Flood Light Towers (HMFLT) conforming ot specification and consisting of accessories given below:- Head Frame Moveable Lantern Carriage Double drum winch 6mm dia 306 grade SS Hoisting rope of 7/19 strands. Trailing cable 5 core x 2.5mm , 1100V grade, One No. per Mast Foundation bolts, nuts and washers Anchor plate and template Lighting finial Twin dome aviation light (LED type) 3 phase Power tool (Integral) Feeder Pillar. Each 2 Accepted rate of item no-13 of Sch-11 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

14 Construction of civil foundation considering SBC at site as 10 T/sq mtr. Each 2 Accepted rate of item no-14 of Sch-11 of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

15 Supply & erection of LED strret light fitting pressure de cast aluminium No. 100 Accepted rate of item no-15 of NS items of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021

16 Supply & erection 350W/400W LED 5700K-6500K flood light luminiers of efficacy>110im/watt for a high wattage turinaries with No. 24 Accepted rate of item no-16 of NS items of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021

17 Supply & erection 4cx16 sqmm,1.1 KV grade,XLPE insulated,armoured,alluminium,conductor cable in DWC/HDPE pipes as Mtr. 1500 Accepted rate of item no-17 of NS items of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021

18 Supply & erection of HDPE pipe DWC/Split DWC Mtr. 1500 Accepted rate of item no-18 of NS items of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021

19 Earthing with 3 meter long,50mm dia, GI pipeclass 'B" earth electrode adding the charcool or coke and salt providing concrete Job 2 Accepted rate of item no-19 of NS items of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021

20 Supplying and laying 40x6xmm GI strip at not less than 0.50 meter below ground or in recess as rquired Mtr. 40 _ * #,##0.99_ ;_ * \-#,##0.99_ ;_ * "-"??_ ;_ @_ Accepted rate of item no-20 of NS items of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021

21 Construction of Reinforced earth (RE)Wall (designed for 100 years life) which includes designs, detailed drawings, procurement of all the required material for concrete (M35 grade) for panels/blocks for facia , required reinforcement, all necessary accessories, geotextile material for wrapping the reinforced soil layers and drain pipe, all required machinary, labour, form work, supervision, quality checks, coordinating wall construction with soil filling behind walls ( as per reinforced soil wall approved design and drawing ), defect liability period, all leads , lifts and temporary form work if necessary complete for finished item of work for different ranges of heights (2.0m increments) in accordance with MORTH specification 1500,1600,1700 ,2200 & 3100 for materials, construction and quality (excluding foundation block/pad & ground improvement, fill material/ compaction etc..)in the Height range. Note - (1) The design of reinforced earth (RE) wall shall have to be got approved by IPRCL prior to execution.

a 0-2.0 m Height Sqm 560 Accepted rate of item no-15 (1) to 15 (5) of Sch-11 of LOA No:-IPRCL/BBS/PROJECT/ MCHP/ROB/22-21/981 Dated 28.09.2021 +13.6% PE

b 2.0 m-4.0 m Height Sqm 1740

c 4.0 m-6.0 m Height Sqm 2400

d 6.0 m -8.0 m Height Sqm 4040

e 8.0 m-10.0 m Height Sqm 760

WATER PIPE LINE SHIFTING

22 Providing and laying S&S Centrifugally Cast (Spun)/Ductile Iron Pipes conforming to IS:8329:

a 450 mm dia Ductile Iron Class K-7 pipes Metre 300 Item no-18.72.8 of DSR-2023-21.27% GST +3.5% PE

b 600 mm dia Ductile Iron Class K-7 pipes Metre 300 Item no-18.72.10 of DSR-2023-21.27% GST +3.5% PE

Sch-F (Ground Improvement)

1 Supplying and laying high strength flexible Geogrids (HSFG) as soil reinforcement/basal reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating with ultimate tensile strength and minimum long term design strength (LTDS) as mentioned below at 30°C corresponding to 10% strain. The geogrid shall be UV stabilized as per ASTM D4355 and suitable for marine environment as proposed site of execution of ground improvement work is near to Paradip Port. The rate shall include all leads, lifts, Manpower and machinery, materials, labour complete in all respect.

a Ultimate tensile strength of 700KN/m (with long term design strength of 457KN/m) Sqm 23000 Accepted rate of item no-2A (a to c) of NS items of LOA No:-IPRCL/BBS/PROJECT/MCHP/ ROB/22-21/981 Dated 28.09.2021

b Ultimate Tensile strength of 500KN/m (with long term design strength of 258KN/m) Sqm 34100

c Ultimate Tensile strength of 200 Kn/m (With Long Term Design Strength of 115KN/m) Sqm 10600

2 Supplying and laying of polyster needle punched non oven geotextile ( as filter media overexisting soil) having tensile strength of 300 N and thickness of 3 GSM as per morth 700 Type -III geotextile roll shall notless than 4.5 m. The rate shall include all leads, lifts, manpower and machinery, material, labour complete in all respect. Sqm 17120 Accepted rate of item no-2B of NS items of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021

3 Supply and installation of Geo Composite Drain Material which inlcudes the cost of transportation up to the site confirming to IMORTH specification Sqm 9500 Accepted rate of item no-3 of NS items of LOA No:-IPRCL/BBS/PROJECT/MCHP/ROB/22-21/981 Dated 28.09.2021

Total of ( A+B+C+D+E+F) 390133351