F.No. 20/Const./Korba Zone/2026/MKC

CONSTRUCTION WORK OF ROAD AND BRIDGE OVER THE CANAL FROM AGRASEN TIRAHA TO D.D.M. ROAD, EXPANSION WORK OF SONALIA CHOWK & C.C. ROAD ALONG THE CANAL BANK FROM SONALIA CHOWK TO AGRASEN TIRAHA (FROM RATAKHAR BRIDGE TO LIONS GARDEN ROAD)

BILL OF QUANTITY

S.No. PARTICULAR UNIT QTY.

BRIDGE SOR 2025

1 2.18 Bored cast-in-situ M40 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and all lead as per section 1100 and 1700.

(I) Pile diameter-750mm

FOR BRIDGE MTR 840.00

(BRIDGE SOR ITEM NO.-2.18/16)

2 2.24 Levelling course for Pile cap (Providing and laying of P.C.C.M-15 levelling course 100mm thick below the pile cap.) as per section 1100 &1700.

(BRIDGE SOR ITEM NO.-2.24) CUM 64.35

3 2.23 Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specifications per clause 1100,1500 and 1700. A Using batch type concrete mixer with integrated weigher.- RCC Grade M40

(BRIDGE SOR ITEM NO.-2.23) CUM 555.75

4 2.25 Supplying, fitting and placing HSD (High Strength Deformed steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.

PILE CAP MT 114.20

(BRIDGE SOR ITEM NO.-2.25)

5 3.6 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 F Height above 10m (a) Using batch type concrete mixer with integrated weigher. (V) R.C.C./P.S.C Grade M-40 6

(BRIDGE SOR ITEM NO.-3.6) CUM 721.95

6 3.8 Supplying, fitting and placing HSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications as per section 1600

(BRIDGE SOR ITEM NO.-3.8) MT 90.24

7 Fabrication of steel girders spans as per approved drawings for composite construction Le. (Steel RCC) of superstructure of the Road Over Bridge with mild steel confirming to IS:2062-1992 with all rivets, nuts bolts ete, with materials, fabrication, machinery, templates, masterplates, jigs, fixtures, equipments tools and of approval quality, ISI mark paint, transportation, skilled/unskilled labour, i/e all taxes, all leads & lifts, descent, loading, unloading, crossing one or more Railway track if required etc. complete and as per technical specifications section. 1900 of MORTH. The rate is inclusive of transportation of fabricated girder parts to site by all means and cost. The rate shall also be inclusive of cold straightening of deformed and bent girder parts before their assembly and painting, 1st priming coat Zine chromate yellow (IS 104 latest revision). After fabrication in workshop first primer coat zine chrome yellow (IS 104 latest revision) will be applied to all parts except flooring system. ring system. The rate shall also be inclusive of sand blasting and metalizing as per IRS BI-2001 Appendix VII IS 6585, The 2nd primer coat of zinc chrome red oxide IS 2074 and 1st finishing coat of Aluminium paints to IS 2339 will be applied on the girder parts before transportation of girder parts in all respect. NOTE:- The Girder shall be fabricated by the approved vendors of RDSO only and as per approved QAP & WPSS. from Railways All weld are to be made by approved welder using approved welding procedures. The rates are deemed to include cost of rivets, drifts, bolts & nuts reverting/welding etc. The rate shall be inclusive of any temporary arrangement strengthening of members if required in connection with launching of girders and restoring it back as per original standard drawing. The rate shall be inclusive of any temporary

(BRIDGE SOR ITEM NO.-4.32) MT 216.00 #REF!

8 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 RCC Grade M25 For Solid Slab Super Structure Using batch (III)

9 4.11 Providing, fitting and fixing mild steel railing with minimum 2 nos ISMC 100 post spaced @ 2 metre c/c with ISMC 100 as horizontal members at top and bottom and 20 mm square bars spaced @ 100 mm c/c between posts complete as per approved drawing and Technical Specification and as per relevant clauses of section 1900 and 2703.2 (All vertical square bars is to be inserted in all horizontal members pierced and welded in horizontal members)

(BRIDGE SOR ITEM NO.-4.11) MTR 428.00

10 2.1 Excavation for Structures (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 section 304. I Ordinary soil (i) Upto 3 m depth

(BRIDGE SOR ITEM NO.- 2.1/11)

11 Add extra 20% in the rates of above items for dewatering (Assessment of dewatering condition) shall be made as per site CUM 893.52 11.8

12 2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500,1700 & 2100. A Using batch type concrete mixer with integrated weigher. (i) PCC Grade M15 1.18

(BRIDGE SOR ITEM NO.- 2.6/12) CUM 52.56 2.36

13 2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500,1700 & 2100. A Using batch type concrete mixer with integrated weigher. (IV) RCC Grade M30 3.6

(BRIDGE SOR ITEM NO.- 2.6(iv)/12) CUM 374.40

14 3.6 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 E Height 5m to 10m (a) Using batch type concrete mixer with integrated weigher. (iii) R.C.C. Grade M-30

(BRIDGE SOR ITEM NO.- 3.6/21) CUM 372.60

15 3.7 Supplying, fitting and placing HSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200

(BRIDGE SOR ITEM NO.- 3.7/22) MT 46.58

16 3.9 Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing & Technical specifications section 2706 & 2200

(BRIDGE SOR ITEM NO.- 3.9/22)

17 2.25 Supplying, fitting and placing HSD (High Strength Deformed steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.

(BRIDGE SOR ITEM NO.-2.25) 5250

18 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300.

( PWD ROAD SOR NO. 3.2/11) CUM 4819.50

19 3.14 Construction of Embankment/sub-grade with Material Deposited from Roadway Cutting Construction of embankment/sub-grade with approved materials having required C.B.R. for embankment/sub­grade (unless specified otherwise m the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

( PWD ROAD SOR NO. 3.14/12) CUM 4935.00

20 3.12 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area- Construction of embankment with approved material/selected soil having C.B.R. > 5 (unless specified otherwise m the contract) obtained from borrow pits/borrow area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

( PWD ROAD SOR NO. 3.12/12) CUM 27596.25

21 3.13 Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area Construction of sub-grade with approved material/selected soil having C.B.R. > 8 (unless specified otherwise m the contract) obtained from borrow pits/borrow area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2

( PWD ROAD SOR NO. 3.13/12) CUM 10530.00

22 4.1 Granular Sub-base as per Table :- 400-1 Construction of granular sub base by providing close graded material carriage of mixed material to work site, spreaong in uniform layers with motor grader on prepared surface watering rolling and compacting with vibratory power roller at OMC to achive the disired density complete as per clause401

Plant mix method (with Mechanically crushed stone only)

b. For Lower Sub-base with

(i) Grading-V Material (PWD ROAD ITEM NO.-4.1(B)i/17)

23 4.1 Drainage Layer of Granular Sub-Base for RIGID PAVEMENT Construction of granular sub-base by providing graded granular material mechanically mixed m plant confirming to required grading mentioned in Appendix-VI and Clause 5.7.3.9 of IRC:58-2015, 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 clause 401.

By Plant mix Method (with mechanically crushed stone only)

A. For Sub-Base as per AASTHTO 93: Grading 6 of Table VI-I

(PWD ROAD ITEM NO.-4.2(A)i/17) CUM 5265.00

24 6.1 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.)

(PWD ROAD SOR NO.-6.1/32) CUM 2250.00

25 6.2 Cement Concrete Pavement Construction of un- reinforced, dowel jointed, plain cement concrete pavement as per IRC:58 over a prepared sub-base, coarse and fine aggregate conforming to IS:383 and graded as per table 600-3 mixed in a batching and mixing plant as per approved mix design, transported to site, laid with slip form / fixed 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 as per clause 602.

(i)-Using Slip form Paver With Cement concrete grade M-40 and minimum cement content @ 400 kg/cum.

(PWD ROAD SOR NO.- 6.2/A/(i))/32)

26 4.11 Construction of Shoulders Construction of shoulders with selected soil from borrow pits I borrow areas having CBR not less than 12 and shall have L.L. and P .I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering, rolling etc. complete as per clause 408.

(A). With Vibratory roller

(PWD ROAD SOR NO.- 4.11/A(19) CUM 2424.00

27 8.38 Metal Beam Crash Barrier (A). Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS: 1367 and IS: 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3

(PWD ROAD SOR NO.- 8.38/A(53)

28 Construction of RCC open drain with width 0.60m or 0.45 m (inside dimension) and average depth from inlet to outlet 0.60m or 0.45 m (maintaing slope as per site conditions) with 120 mm thick RCC M-25 walls, 120 mm thick RCC M-25 bottom slab, over 100 mm thick (Av.) levelling course in PCC M-15 including excavation, dressing of sides and bottom, providing HYSD reinforcement consisting of 8 mm dia horizontal bars @ 150 mm c/c and U-shaped 8 mm dia bars @ 150 mm c/c including cutting, bending and binding wires, placing in position, providing shuttering and concreting by using cocrete mixer, compaction by vibration etc complete as per drawings and technical specifications.

(i) 0.60 m width x 0.60 m average depth

MTR 860.00 #REF!

(PWD ROAD SOR NO. 3.19(B)-(I)/13)

29 3.22 Providing and laying Pre cast RCC slab over RCC drain of required size made of grade RCC M-25 with 50mm dia perforation @ 600mm c/c in two rows in zig-zag pattern as per structural drawing including transportation of pre cast segements to work site and placing over drain as instructed by Engineer-in-charge.

(I) Slab with reinforcement 10mm dia at 150mm c/c both ways B-840mm wide and 150mm thick (for drain 600 x 600 mm)

30 9.12 Providing and laying Precast box culvert of required size made of grade RCC M-30 as per typical drawing as approved in SOP as per IRC:122-2017 structural drawing including arrangements for lifting, placing and jointing in box segments, transportation of precast segments of 2m length each to work site over 100mm thick base concrete grade M-15 laid in required slope, placing the box segments in required slope, aligning to line and length, including joining of the box segments to each other with cement mortar 1:1 as instructed by Engineer-in-charge as per drawing. (i) 2m x 2m — RM =

ROAD SOR 9.12 /2025 MTR 13.00

31 8.13 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:35-1997. The finished surface to be level, uniform and free from streaks and holes.)

(ROAD SOR. ITEM NO.-8.13/31)

32 Providing and fixing Raised Pavement Markers made of polycarbonate 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 MORT&H(RW/NH-33023/10/97 -DO III Dtd. 11.06.1997). The pavement markers will be auto moulded by dual polymer shanks and must comply with all the MoRT&H specifications. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm respectively and with minimum reflective area of 13 Sq.cm. on each side and 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 kgf. Fixing will be by drilling holes on road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer-in-charge.

(ROAD SOR. ITEM NO.-8.37/34) EACH 1974.00

33 Providing and fixing of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro-prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand emperatures in the range of 0oC to 70oC. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1Hz. There should be current losses of less than 20 micro-amperes at 2.4 V in sleep-charging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively

(ROAD SOR. ITEM NO.-8.34/51) EACH 24.00

34 Retro- reflectrorized Traffic signs as per Clause 801 Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign digitally printed over reflectrorized sheeting of required grade confirming to ASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as perClause 6 of IRC:67- 2022 made of retro-reflective type sheeting fixed over Aluminum/ Aluminium Composite Material (ACM) sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating and the part of post below ground shall be painted with 3 coats of redoxide paint as per clause 7.2 of IRC:67-2022. (Note: The details of m hufacturer, type of sheeting, month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.)

With Aluminium Sheeting A-Made of Class-C Micro Prismatic Grade Sheeting of Type XI confirming to Table 6.9 of IRC:67-2022 (for National Highways and State Highways)

a)-With Aluminium Sheeting of 2 mm thickness

(i)1200 mm equilateral triangle EACH 11.00

(ii)900 mm equilateral triangle EACH 11.00

(iii)900 mm x 750 mm rectangular EACH 11.00

(v) 1200 mm high octagon EACH 10.00

(viii) 900 mm circular EACH 10.00

(ROAD SOR. ITEM NO.-8.4/36)

35 Direction and Place Identification signs upto 0.9 sqm size board as per Providing and erecting direction and place identification retro- reflectrorized sign Digitally Printed over reflectrorized sheeting of required grade confirming to ASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as per IRC:67-2022 made of retro-reflective type sheeting fixed over Aluminum sheeting / Aluminium Composit Material (ACM) Sheeting including application of fluorocarbon coating applied on exposes surface of aluminium to ensure corrosion resistance, supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating and the part of post below ground shall be painted with 3 coats of redoxide paint as per clause 7.2 of IRC:67-2022. (Note: The details of manufacturer, type of sheeting, month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.) With Aluminium Sheeting 2mm thick Made of Class-C Micro Prismatic Grade Sheeting of Type XI confirming to Table 6.9 of IRC:67-2022 (for National Highways and State Highways) Made of Class-B High Intensity Micro Prismatic Grade Sheeting of Type IV confirming to Table 6.6 of IRC:67- 2022 (for MDR)

(ROAD SOR. ITEM NO.-8.6/40) SQM 29.61

36 Excavation for strcture earth work in excavation of foundation of structure as per drawing & technical specification including setting out, construction & shoring and bracing dressing of side & bottom and back filling with approvied Material

(ROAD SOR. ITEM NO.-9.1/59) CUM 25.35 1.45

37 6.3 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications. (i) P.C.C. M-10 — Cum

(ROAD SOR. ITEM NO.-6.3/32) CUM 2.54

38 9.2 Providing and laying Reinforced Cement Concrete pipe NP 4 / prestrssed concrete pipe on first class bedding (Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 and bedding aas per clause 2904 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) C 1000 mm dia

(ROAD SOR. ITEM NO.- 9.2/59) MTR 13.00

39 9.10 Providing and laying Pitching Stone/Boulder 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 as per clause 2504

(PWD ROAD SOR NO.- 9.10/(61)

40 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.

( PWD ROAD SOR NO. 5.2/23) SQM 170.00

41 5.5 Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 40-60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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.505 complete in all respects.) B With mechanical paver finisher CUM 11.90

( PWD ROAD SOR NO. 5.5/24)

42 5.7-Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix 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. 507 complete in all respects)

BUILDING SOR 2015

43 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

(BUILDING SOR ITEM NO.- 3.2/23) CUM 50.63

44 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete: Thermo-Mechanically treated bars FE 500

(BUILDING SOR. ITEM NO.-3.12/24) KG 4050.00

45 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: 2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

(BUILDING SOR ITEM NO.- 2.1.1/16) SQ.M 449.70

46 9.3 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer. 9.3.2 Electric resistance or induction butt welded tubes Grade-300

(BUILDING SOR ITEM NO.- 9.3.2/80) KG 4680.00

47 14.53 White washing/ Colour washing with lime to give an even shade in Three or more Coats for New surface as per relevant IS code 6278:1971 Consumption of lime 3.50kg /10 Sqm with all tools tackles and labour etc. complete for the work. SQ.M 259.50

(BUILDING AMMENDMENT SOR ITEM NO.-14.53/1/05/05/25)

48 14.57 Providing and applying 2mm thick white cement based Acrylic grade putty with minimum 3 coats applied @4.0 kg/ 10Sqm as per relevant IS code 17545:2021 (Product such as Asian trucare, Berger Happy walls Putty, Birla Opus One pro smooth) to make the surface smooth and even with all tools tackles and labour etc. complete for the work. (This Item to be use in heigher grade painting works Item No. 14.65)

(BUILDING AMMENDMENT SOR ITEM NO.-14.57/2/05/05/25) SQ.M 259.50

49 14.68 Providing and applying on exterior surface with PREMIUM Exterior emulsion paint of required shade to give protective and water proof finish minimum 3 coats applied @1.40 lit/10Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -2 Class D, C (Glossy /Semi Glossy finish) (Product such as Asian Apex ,Dulux Weather Shield Prima E900, Berger Weathercoat Antidust, Nerolac Everlas Excel, Nippon Sumo Etra, Opus True flex) inclusive of providing abro tape on edges and articleand cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work. (With 3 Year Warranty.)

(BUILDING AMMENDMENT SOR ITEM NO.-14.68/4/05/05/25) SQM 259.50

50 14.71Providing and applying satin/matt finish Enamel paint mimimum 2 coats in all surface applying @ 0.75 lit/ 10 Sqm up to required finish as per relevent I.S. code 2932: 2013 of (Product such as Asian satin Enamel, Dulux Promise Premium Enamel, Nerolac Synthatic Enamel, Opus Prime enamel) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackle and labour etc. complete for the work.

(BUILDING AMMENDMENT SOR ITEM NO.-14.71/5/05/05/25) SQM 187.20

51 Suppling and stacking of good earth at site including royalty,loading,unloading and carriage upto 10km(earth measured in stacks will be reduced by 20% for payment)

(BUILDING SOR. ITEM NO.-22.2/204) CUM 69.30

52 Supplying and stacking at site well decayed cow dung manure from approved source, including loading, unloading and carriage upto 5 km (manure measured in stacks will be reduced by 8% for payment).

(BUILDING SOR ITEM NO.-22.4/204) CUM 13.05

53 22.8 Spreading of sludge, dump manure or/and good earth in required thickness (Cost of sludge, dump manure or/ and good earth to be paid separately).

(BUILDING SOR ITEM NO.-22.8/204) CUM 82.35

22.9 Mixing earth and sludge or manure in proportion specified or directed CUM 82.35

(BUILDING SOR ITEM NO.-22.4/204)

54 Providing and planting of 3‟0” to 4‟0” heighted wasingtonia, filipheria/bismarkia novelist plam plants with 1‟6” x 1‟6” depth pit formation and soil preparation, (Mixing organic manure and plant‟s protection insecticide). Up to 4 month maintenance.

(ROAD SOR ITEM NO.-12.6/45) EACH 50.00

55 Providing and planting of 4‟0” to 5‟0” heighted Ficus prestige/Blackiana plants with 1‟6” x 1‟6” depth pit formation and soil preparation, (Mixing organic manure and plant‟s protection insecticide). Up to 4 month maintenance.

(ROAD SOR ITEM NO.-12.7/45) EACH 50.00

56 16.42 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material within 50 metre lead.

(BUILDING SOR ITEM NO.-16.42) CUM 69.57

57 Carriage by mechanical transport upto 5 km lead: 1.26.3 Dismantled Building debris (Mulba)

(BUILDING SOR ITEM NO.-1.26/12) CUM 69.57 5

ELECTRICAL 2020

58 Designing and providing suitable RCC foundation in Cement Concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) for 3 mere to 12 metre high GI octagonal pole including steel reinforcement form work, embeding 2 nos 50mm dia PVC pipe for cable entry in each foundation, excavation disposal of surplus soil and curing etc. as per specification.

(EL.SOR. ITEM NO.-19.12/72) CUM 179.00

59 19.8 Supply of hot dipped galvanized (in single dip to minimum 75 micron) octogonal pole made of 3mm thick steel grade E-350 sheet having window and flush cover with locking arrangement at suitable height from base for cable termination block, pole suitably reinforced with welded steel section at window cut section to make the strength of pole unaffected, with following minimum specifications with 4 way terminal connector including 4mm thick anchor plate, 4 nos 24mm dia foundation bolts of EN8 grade, and as per IS 2062 & BS EN: 10025. (designed for wind speed upto 180km/hr, IS: 875 Part 3) 19.8.1 9 metre high, dia 155mm at bottom and 90mm at top, base plate size 260x260x16mm, foundation bolts 750mm long #REF! 80

(EL.SOR. ITEM NO.-19.7.1/71) EACH 179.00

60 Supply and fixing following street light pole bracket on existing pole made out of 50 mm dia MS "B" class pipe welded to 300 mm long MS pole canopy of suitable dia at a angle of 102.50 including having MS triangular stiffner of size 150 X 50 X 5 mm thick, making arrangement for tightening the bracket with pole by providing suitable size heavy duty nuts and bolts in canopy, painting with one coat of approved steel primer etc. as per specification. 19.9.2 Single Over Hang 1.00 metre Long 19.9.6 Double Over Hang 1.00 metre Long

(EL.SOR. ITEM NO.-19.9.2/71) EACH 179.00

61 Erection of GI octogonal/ tubular/conical pole on existing cement concrete foundation having grouted bolts and nuts, aligning in true vertical position as per specification. 19.11.7 9 metre high

(EL.SOR. ITEM NO.-19.11.7/72) EACH 179.00

62 Painting of following height steel tubular poles with two coat of approved colour and shade synthetic enamel paint including cleaning the surface as per specification: 31.11.3 Above 8 metre and upto 10 metre

(EL.SOR. ITEM NO.-31.11.3/146) EACH 179.00

LT Cable and Termination

63 Supplying and laying following sizes one number FRLS PVC insulated/XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade direct in ground at a depth not less than 40 cm and upto 90 cm including excavtion, sand cushioning, protective covering and refilling the trench etc as per specification, IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1).

4 x 10 sq. mm. METER 1790.00

Panel Incoming Wiring

(EL.SOR. ITEM NO.-15.1.22/52)

64 Supplying and making end termination with brass compression gland and aluminum lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as per specification. 4 X 10 sq. mm (22 mm)

(EL.SOR. ITEM NO.-15.23.23/57) NOS. 358.00

65 Providing following size ISI marked FRLS PVC insulated , PVC sheathed, flexible copper conductor wire. 2.5 sq. mm three core

(EL.SOR. ITEM NO.-32.2.5/142) METER 1790.00

66 Supplying and laying ISI marked double wall HDPE pipe (IS 14930 Part II) having corrugation on the outer wall and plan surface on inner wall in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification. 16.1.5 180 mm outer dia and 152 mm Inner dia

(EL.SOR. ITEM NO.-14.1.5/51) METER 1790.00

MAIN METAL PANEL BOARD

67 Fabrication, supply, installation, testing and commissioning of cubicle type compartmentalized wall/ floor mounted power cum control panel board of specified size and following depth made out of not less than 2 mm thick CRCA MS powder coated sheet with suitable size compartments for bus bars, switchgears and necessary cutouts for voltmeters, ammeters etc as per specifications including powder coating painting but without busbars, switchgears and other accessories etc complete as per specification.

Above 450 mm and upto 600 mm deep sqm 8.64

(ELECTRICAL SOR ITEM NO.7.19/34)

68 Supply, installation, testing and commissioning of 4 pole (3 phase + neutral) aluminium bus bars in existing cubicle type compartmentalized wall/ floor mounted panel board along with suitable size and shape insulators, necessary bolts and nuts etc complete as per specification. 400 amp (50x6mm)

(ELECTRICAL SOR ITEM NO.7.20/35) Metre 8.64

69 9.1.5 Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as per specification, IS/ IEC: 60947-2 and Ics = 100 % Icu. 3 pole MCCB, 125A, Adjustable Thermal - Magnetic Release, 25KA

Incomer of Lighting Panel EACH 6.00

(ELECTRICAL SOR ITEM NO.9.1.5/50)

70 Supplying and fixing TP&N MCB, 440 volts, 'C' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 6 amps to 32 amps

(ELECTRICAL SOR ITEM NO.9.16/44) Each 60.00

71 Providing and fixing 3 pole, 415/500 volts following rating (AC-1 Duty) power contactor in existing starter/ cubical panel including, connections, testing and commissioning etc. as per specification. 60 amps

(ELECTRICAL SOR ITEM NO.10.13/48) Each 12.00

72 Providing and fixing following rating current transformer in existing cubical panel including, connections, testing and commissioning etc. as per specification. 100/5 amps

(ELECTRICAL SOR ITEM NO.10.15/48) Each 6.00

73 Providing and fixing penal mounting 230 volt LED type indicating lamp in existing cubical panel including, connections, testing and commissioning etc. as per specification.

(ELECTRICAL SOR ITEM NO.10.17/49) Each 24.00

74 Providing and fixing penal mounting following rating analog type ammeter of size 100x100 (NS) in existing cubical panel including, connections, testing and commissioning etc. as per specification. 0-200 amps

(ELECTRICAL SOR ITEM NO.10.18/49) Each 15.00

75 Providing and fixing penal mounting 0-500 volt voltmeter of size 100x100 (NS) in existing cubical panel including, connections, testing and commissioning etc. as per specification. Digital type

(ELECTRICAL SOR ITEM NO.10.20/50) Each 15.00

76 Providing and fixing penal mounting selector switch in existing cubical panel including, connections, testing and commissioning etc. as per specification.

For voltmeter Each 15.00

For ammeter Each 15.00

(ELECTRICAL SOR ITEM NO.10.21/50)

77 Providing and fixing following Time switch (timer) in existing panel including connection, testing and commissioning as per specification. Analoge type

(ELECTRICAL SOR ITEM NO.10.22/50) Each 15.00

78 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as per specification and IS Code 3043: 1987(R 2016)

(EL.SOR. ITEM NO.-12.1/48) SET 44.75

79 Supplying and laying 25 mm X 6 mm G.I. strip at 0.50 metre below ground as strip earth electrode, including soldering, excavation and refilling the trench etc. as per specification.

(EL.SOR. ITEM NO.-12.13/49) METER 22.38

80 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including soldering, excavation and refilling the trench etc. as per specification.

(EL.SOR. ITEM NO.-12.12/49) METER 223.75

81 Supplying, installation, testing and commissioning of following 230/250 volts LED street light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket, including connection, earthing, Separate housing for driver etc complete as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt. 6.28.9 120 watt

(EL.SOR. ITEM NO.-6.28.7/17) NOS 179.00

CGPHED SOR 2020

82 Earth work in excavation for pipe trench in ordinary soil areas including dressing, watering, ramming and disposal of excavated earth lead up to 50m and lift up to 1.5m, disposal earth to be levelled, neatly dressed. (CG PHED SOR Amendment 07/2022-23, It.No. 18.15, Pg.No.51)

83 Earth work in excavation for pipe trench in Hard soil areas including dressing, watering, ramming and disposal of excavated earth lead up to 50m and lift up to 1.5m, disposal earth to be levelled, neatly dressed. (CG PHED SOR Amendment 07/2022-23, It.No. 18.19.1, Pg.No.51)

84 Earth work in excavation for pipe trench in all kinds of rocks in areas including dressing, stacking of useful material and disposal of unservicve able material up to lead up to 50m and lift up to 1.5m. (CG PHED SOR Amendment 07/2022-23, It.No. 18.19.1, Pg.No.51)

Soft rock with or without blasting or bituminous pavement / cement concrete road.

85 Pumping out water caused by springs, tides or river seepage, broken water mains or drains or well or the like. (CG PHED SOR Amendment 07/2022-23, It.No.18.21, Pg.No.52) KL 700.00

86 Providing, laying & jointing including testing following socket & spigot centrifugally cast (spun) Ductile iron pressure pipes with inside cement motor lining (class K-7) conforming to IS 8329/2000 with suitable Rubber Gasket (Push on) joint as per IS : 5382/2018. (CG PHED SOR Amendment 07/2022-23, It.No.4.1, Pg.No.02)

400 mm DI K-7 Mtr 100.00

300 MM Mtr 50.00

87 Supply & Filling moorum/river sand for pipe bedding or over the pipe (including supply) (CG PHED SOR Amendment 07/2022-23, It.No.18.24, Pg.No.52) Cum 33.60

88 Filling available excavated earth in trenches, lead up to 50m and lift up to 1.5m in all kind of soil excluding Watering and ramming. (CG PHED SOR Amendment 07/2022-23, It.No.18.23, Pg.No.52) Cum 162.81

89 Providing and Laying including testing ductile iron PN 16 type flanged sockets conforming to IS: 9523/2000 having dimension as per table 23 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS:9523/2000. (CG PHED SOR Amendment 07/2022-23, It.No.4.7, Pg.No.04)

400 mm dia. Each 6.00

300MM Each 3.00

90 Providing and Laying including testing ductile PN 16 type iron flanged spigot conforming to IS: 9523/2000 having dimension as per table 24 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS: 9523/2000. (CG PHED SOR Amendment 07/2022-23, It.No.4.9, Pg.No.05)

400 mm dia. Each 6.00

300MM Each 5.00

91 Providing and Laying including testing Ductile iron Mechanical joint collar with follower glands conforming to IS: 9523/2000 having dimension as per table 24 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen and internal cement mortar lining. (CG PHED SOR Amendment 07/2022-23, It.No.4.11, Pg.No.06)

450 mm dia. Each 8.00

200 mm dia. Each 6.00

92 Providing and Laying including testing Ductile Iron Double Socket 90° Bends conforming to IS: 9523/2000 having dimension as per table 15 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. (CG PHED SOR Amendment 07/2022-23, It.No.4.13, Pg.No.07)

400 mm dia. Each 6.00

300MM Each 4.00

93 Providing and Laying including testing Ductile Iron Double Socket 45° Bends conforming to IS: 9523/2000 having dimension as per table 16 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. (CG PHED SOR Amendment 07/2022-23, It.No.4.15, Pg.No.07)

400 mm dia. Each 8.00

300MM Each 6.00

94 Providing and Laying including testing Ductile Iron Double Socket 22.5° Bends conforming to IS: 9523/2000 having dimension as per table 17 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. (CG PHED SOR Amendment 07/2022-23, It.No.4.17, Pg.No.08)

400 mm dia. Each 10.00

300MM Each 6.00

95 Providing and Laying including testing Ductile Iron Double Socket 11.25° bends conforming to IS:9523/2000 having dimension as per table 18 of IS:9523/2000 in the following nominal diameter/ sizes with external bitumen coating and internal cement mortar lining. (CG PHED SOR Amendment 07/2022-23, It.No.4.19, Pg.No.09)

400 mm dia. Each 10.00

300MM Each 8.00

96 Providing and Laying including testing Ductile Iron All socket Tees conforming to IS:9523/2000 having dimension as per table 21 of IS:9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS: 9523/2000. (CG PHED SOR Amendment 07/2022-23, It.No.4.21, Pg.No.10)

300X200X200T Each 1.00

97 Providing and Laying including testing Ductile Iron Double Socket Reducer conforming to IS: 9523/2000 having dimension as per table 21 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS: 9523/2000. (CG PHED SOR Amendment 07/2022-23, It.No.4.25, Pg.No.13)

300X150R Each 1.00

98 Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete. (CG PHED SOR Amendment 07/2022-23, It.No.4.41, Pg.No.18)

D.I. Sluice Valve (PN- 16)

400 mm dia. Each 2.00

300MM Each 2.00

99 Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. (CG PHED SOR Amendment 07/2022-23, It.No.18.41.1.3, Pg.No.54)

For Road restoration (M-20) Cum 106.00

100 Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in foundation/plinth (20mm graded metal) (CG PHED SOR Amendment 07/2022-23, It.No.18.42.1, Pg.No.54)

For thrust block Cum 38.35

101 Providing and placing in position cold twisted steel and hot rolled deformed steel reinforcement for R.C.C. work i/c cutting, bending, binding etc. complete i/ccost of binding wire and wastage. (CG PHED SOR Amendment 07/2022-23, It.No.18.44, Pg.No.54)

qty as per item no.18 (80 kg/cum) Kg 2485.54

102 Construction of Rcc valve chamber with Rcc precast cvers for valves. (100mm to 600mm dia.)

(cost as per rate analysis enclosed) each 2.00

103 Labour only for cutting following Ductile Iron pipes of any type and class. (CG PHED SOR Amendment 07/2022-23, It.No.19.4, Pg.No.60)

400 mm dia. per cut 10.00

300MM per cut 8.00

104 Chamfering of CI/DI pipes of all type sand classes to make suitable for tyton joints. (CG PHED SOR Amendment 07/2022-23, It.No.19.6, Pg.No.61)

400 mm dia. each 10.00

350 mm dia. each 5.00

CONSTRUCTION WORK OF ROAD AND BRIDGE OVER THE CANAL FROM AGRASEN TIRAHA TO D.D.M. ROAD, EXPANSION WORK OF SONALIA CHOWK & C.C. ROAD ALONG THE CANAL BANK FROM SONALIA CHOWK TO AGRASEN TIRAHA (FROM RATAKHAR BRIDGE TO LIONS GARDEN ROAD)

BILL OF QUANTITY

S.No. PARTICULAR UNIT QTY. RATE ( in Rs.) AMOUNT (in Rs.)

BRIDGE SOR 2025

1 2.18 Bored cast-in-situ M40 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and all lead as per section 1100 and 1700.

(I) Pile diameter-750mm

(BRIDGE SOR ITEM NO.-2.18/16)

2 2.24 Levelling course for Pile cap (Providing and laying of P.C.C.M-15 levelling course 100mm thick below the pile cap.) as per section 1100 &1700.

(BRIDGE SOR ITEM NO.-2.24) CUM 64.35 4545.00 ,29,24,70.75

3 2.23 Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specifications per clause 1100,1500 and 1700. A Using batch type concrete mixer with integrated weigher.- RCC Grade M40

(BRIDGE SOR ITEM NO.-2.23) CUM 555.75 5842.00 3,24,66,91.50

4 2.25 Supplying, fitting and placing HSD (High Strength Deformed steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.

(BRIDGE SOR ITEM NO.-2.25)

5 3.6 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 F Height above 10m (a) Using batch type concrete mixer with integrated weigher. (V) R.C.C./P.S.C Grade M-40 6

(BRIDGE SOR ITEM NO.-3.6) CUM 721.95 6800.00 4,90,92,58.71

6 3.8 Supplying, fitting and placing HSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications as per section 1600

7 Fabrication of steel girders spans as per approved drawings for composite construction Le. (Steel RCC) of superstructure of the Road Over Bridge with mild steel confirming to IS:2062-1992 with all rivets, nuts bolts ete, with materials, fabrication, machinery, templates, masterplates, jigs, fixtures, equipments tools and of approval quality, ISI mark paint, transportation, skilled/unskilled labour, i/e all taxes, all leads & lifts, descent, loading, unloading, crossing one or more Railway track if required etc. complete and as per technical specifications section. 1900 of MORTH. The rate is inclusive of transportation of fabricated girder parts to site by all means and cost. The rate shall also be inclusive of cold straightening of deformed and bent girder parts before their assembly and painting, 1st priming coat Zine chromate yellow (IS 104 latest revision). After fabrication in workshop first primer coat zine chrome yellow (IS 104 latest revision) will be applied to all parts except flooring system. ring system. The rate shall also be inclusive of sand blasting and metalizing as per IRS BI-2001 Appendix VII IS 6585, The 2nd primer coat of zinc chrome red oxide IS 2074 and 1st finishing coat of Aluminium paints to IS 2339 will be applied on the girder parts before transportation of girder parts in all respect. NOTE:- The Girder shall be fabricated by the approved vendors of RDSO only and as per approved QAP & WPSS. from Railways All weld are to be made by approved welder using approved welding procedures. The rates are deemed to include cost of rivets, drifts, bolts & nuts reverting/welding etc. The rate shall be inclusive of any temporary arrangement strengthening of members if required in connection with launching of girders and restoring it back as per original standard drawing. The rate shall be inclusive of any temporary

8 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 RCC Grade M25 For Solid Slab Super Structure Using batch (III)

9 4.11 Providing, fitting and fixing mild steel railing with minimum 2 nos ISMC 100 post spaced @ 2 metre c/c with ISMC 100 as horizontal members at top and bottom and 20 mm square bars spaced @ 100 mm c/c between posts complete as per approved drawing and Technical Specification and as per relevant clauses of section 1900 and 2703.2 (All vertical square bars is to be inserted in all horizontal members pierced and welded in horizontal members)

(BRIDGE SOR ITEM NO.-4.11) MTR 428.00 3893.00 1,66,62,04.00

10 2.1 Excavation for Structures (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 section 304. I Ordinary soil (i) Upto 3 m depth

(BRIDGE SOR ITEM NO.- 2.1/11)

11 Add extra 20% in the rates of above items for dewatering (Assessment of dewatering condition) shall be made as per site CUM 893.52 32.20 28771.34 11.8

12 2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500,1700 & 2100. A Using batch type concrete mixer with integrated weigher. (i) PCC Grade M15 1.18

13 2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500,1700 & 2100. A Using batch type concrete mixer with integrated weigher. (IV) RCC Grade M30 3.6

(BRIDGE SOR ITEM NO.- 2.6(iv)/12) CUM 374.40 5740.00 2149056.00

14 3.6 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 E Height 5m to 10m (a) Using batch type concrete mixer with integrated weigher. (iii) R.C.C. Grade M-30

(BRIDGE SOR ITEM NO.- 3.6/21) CUM 372.60 6372.00 2374207.20

15 3.7 Supplying, fitting and placing HSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200

16 3.9 Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing & Technical specifications section 2706 & 2200

(BRIDGE SOR ITEM NO.- 3.9/22)

17 2.25 Supplying, fitting and placing HSD (High Strength Deformed steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.

(BRIDGE SOR ITEM NO.-2.25) 5250

18 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300.

19 3.14 Construction of Embankment/sub-grade with Material Deposited from Roadway Cutting Construction of embankment/sub-grade with approved materials having required C.B.R. for embankment/sub­grade (unless specified otherwise m the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

20 3.12 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area- Construction of embankment with approved material/selected soil having C.B.R. > 5 (unless specified otherwise m the contract) obtained from borrow pits/borrow area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

21 3.13 Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area Construction of sub-grade with approved material/selected soil having C.B.R. > 8 (unless specified otherwise m the contract) obtained from borrow pits/borrow area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2

22 4.1 Granular Sub-base as per Table :- 400-1 Construction of granular sub base by providing close graded material carriage of mixed material to work site, spreaong in uniform layers with motor grader on prepared surface watering rolling and compacting with vibratory power roller at OMC to achive the disired density complete as per clause401

Plant mix method (with Mechanically crushed stone only)

b. For Lower Sub-base with

(i) Grading-V Material (PWD ROAD ITEM NO.-4.1(B)i/17)

23 4.1 Drainage Layer of Granular Sub-Base for RIGID PAVEMENT Construction of granular sub-base by providing graded granular material mechanically mixed m plant confirming to required grading mentioned in Appendix-VI and Clause 5.7.3.9 of IRC:58-2015, 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 clause 401.

By Plant mix Method (with mechanically crushed stone only)

A. For Sub-Base as per AASTHTO 93: Grading 6 of Table VI-I

24 6.1 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.)

25 6.2 Cement Concrete Pavement Construction of un- reinforced, dowel jointed, plain cement concrete pavement as per IRC:58 over a prepared sub-base, coarse and fine aggregate conforming to IS:383 and graded as per table 600-3 mixed in a batching and mixing plant as per approved mix design, transported to site, laid with slip form / fixed 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 as per clause 602.

(i)-Using Slip form Paver With Cement concrete grade M-40 and minimum cement content @ 400 kg/cum.

(PWD ROAD SOR NO.- 6.2/A/(i))/32)

26 4.11 Construction of Shoulders Construction of shoulders with selected soil from borrow pits I borrow areas having CBR not less than 12 and shall have L.L. and P .I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering, rolling etc. complete as per clause 408.

(A). With Vibratory roller

27 8.38 Metal Beam Crash Barrier (A). Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS: 1367 and IS: 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3

(PWD ROAD SOR NO.- 8.38/A(53)

28 Construction of RCC open drain with width 0.60m or 0.45 m (inside dimension) and average depth from inlet to outlet 0.60m or 0.45 m (maintaing slope as per site conditions) with 120 mm thick RCC M-25 walls, 120 mm thick RCC M-25 bottom slab, over 100 mm thick (Av.) levelling course in PCC M-15 including excavation, dressing of sides and bottom, providing HYSD reinforcement consisting of 8 mm dia horizontal bars @ 150 mm c/c and U-shaped 8 mm dia bars @ 150 mm c/c including cutting, bending and binding wires, placing in position, providing shuttering and concreting by using cocrete mixer, compaction by vibration etc complete as per drawings and technical specifications.

(i) 0.60 m width x 0.60 m average depth

(PWD ROAD SOR NO. 3.19(B)-(I)/13) #REF!

29 3.22 Providing and laying Pre cast RCC slab over RCC drain of required size made of grade RCC M-25 with 50mm dia perforation @ 600mm c/c in two rows in zig-zag pattern as per structural drawing including transportation of pre cast segements to work site and placing over drain as instructed by Engineer-in-charge.

(I) Slab with reinforcement 10mm dia at 150mm c/c both ways B-840mm wide and 150mm thick (for drain 600 x 600 mm)

30 9.12 Providing and laying Precast box culvert of required size made of grade RCC M-30 as per typical drawing as approved in SOP as per IRC:122-2017 structural drawing including arrangements for lifting, placing and jointing in box segments, transportation of precast segments of 2m length each to work site over 100mm thick base concrete grade M-15 laid in required slope, placing the box segments in required slope, aligning to line and length, including joining of the box segments to each other with cement mortar 1:1 as instructed by Engineer-in-charge as per drawing. (i) 2m x 2m — RM =

31 8.13 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:35-1997. The finished surface to be level, uniform and free from streaks and holes.)

(ROAD SOR. ITEM NO.-8.13/31)

32 Providing and fixing Raised Pavement Markers made of polycarbonate 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 MORT&H(RW/NH-33023/10/97 -DO III Dtd. 11.06.1997). The pavement markers will be auto moulded by dual polymer shanks and must comply with all the MoRT&H specifications. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm respectively and with minimum reflective area of 13 Sq.cm. on each side and 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 kgf. Fixing will be by drilling holes on road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer-in-charge.

(ROAD SOR. ITEM NO.-8.37/34) EACH 1974.00 370.00 730380

33 Providing and fixing of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro-prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand emperatures in the range of 0oC to 70oC. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1Hz. There should be current losses of less than 20 micro-amperes at 2.4 V in sleep-charging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively

(ROAD SOR. ITEM NO.-8.34/51) EACH 24.00 2,768.00 66432

34 Retro- reflectrorized Traffic signs as per Clause 801 Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign digitally printed over reflectrorized sheeting of required grade confirming to ASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as perClause 6 of IRC:67- 2022 made of retro-reflective type sheeting fixed over Aluminum/ Aluminium Composite Material (ACM) sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating and the part of post below ground shall be painted with 3 coats of redoxide paint as per clause 7.2 of IRC:67-2022. (Note: The details of m hufacturer, type of sheeting, month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.)

With Aluminium Sheeting A-Made of Class-C Micro Prismatic Grade Sheeting of Type XI confirming to Table 6.9 of IRC:67-2022 (for National Highways and State Highways)

a)-With Aluminium Sheeting of 2 mm thickness

(i)1200 mm equilateral triangle EACH 11.00 8,031.00 88341

(ii)900 mm equilateral triangle EACH 11.00 5,090.00 55990

(iii)900 mm x 750 mm rectangular EACH 11.00 8,389.00 92279

(v) 1200 mm high octagon EACH 10.00 14,212.00 142120

(viii) 900 mm circular EACH 10.00 8,147.00 81470

(ROAD SOR. ITEM NO.-8.4/36)

35 Direction and Place Identification signs upto 0.9 sqm size board as per Providing and erecting direction and place identification retro- reflectrorized sign Digitally Printed over reflectrorized sheeting of required grade confirming to ASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as per IRC:67-2022 made of retro-reflective type sheeting fixed over Aluminum sheeting / Aluminium Composit Material (ACM) Sheeting including application of fluorocarbon coating applied on exposes surface of aluminium to ensure corrosion resistance, supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating and the part of post below ground shall be painted with 3 coats of redoxide paint as per clause 7.2 of IRC:67-2022. (Note: The details of manufacturer, type of sheeting, month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.) With Aluminium Sheeting 2mm thick Made of Class-C Micro Prismatic Grade Sheeting of Type XI confirming to Table 6.9 of IRC:67-2022 (for National Highways and State Highways) Made of Class-B High Intensity Micro Prismatic Grade Sheeting of Type IV confirming to Table 6.6 of IRC:67- 2022 (for MDR)

36 Excavation for strcture earth work in excavation of foundation of structure as per drawing & technical specification including setting out, construction & shoring and bracing dressing of side & bottom and back filling with approvied Material

37 6.3 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications. (i) P.C.C. M-10 — Cum

(ROAD SOR. ITEM NO.-6.3/32) CUM 2.54 3449.00 8743.22

38 9.2 Providing and laying Reinforced Cement Concrete pipe NP 4 / prestrssed concrete pipe on first class bedding (Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 and bedding aas per clause 2904 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) C 1000 mm dia

39 9.10 Providing and laying Pitching Stone/Boulder 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 as per clause 2504

(PWD ROAD SOR NO.- 9.10/(61)

40 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.

41 5.5 Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 40-60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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.505 complete in all respects.) B With mechanical paver finisher CUM 11.90 8484.00 100960.00

( PWD ROAD SOR NO. 5.5/24)

42 5.7-Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix 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. 507 complete in all respects)

BUILDING SOR 2015

43 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

(BUILDING SOR ITEM NO.- 3.2/23) CUM 50.63 4163.00 210773.00

44 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete: Thermo-Mechanically treated bars FE 500

(BUILDING SOR. ITEM NO.-3.12/24) KG 4050.00 54.50 220725.00

45 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: 2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

(BUILDING SOR ITEM NO.- 2.1.1/16) SQ.M 449.70 139.00 62508.00

46 9.3 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer. 9.3.2 Electric resistance or induction butt welded tubes Grade-300

(BUILDING SOR ITEM NO.- 9.3.2/80) KG 4680.00 93.50 437580.00

47 14.53 White washing/ Colour washing with lime to give an even shade in Three or more Coats for New surface as per relevant IS code 6278:1971 Consumption of lime 3.50kg /10 Sqm with all tools tackles and labour etc. complete for the work. SQ.M 259.50 14.00 3633.00

(BUILDING AMMENDMENT SOR ITEM NO.-14.53/1/05/05/25)

48 14.57 Providing and applying 2mm thick white cement based Acrylic grade putty with minimum 3 coats applied @4.0 kg/ 10Sqm as per relevant IS code 17545:2021 (Product such as Asian trucare, Berger Happy walls Putty, Birla Opus One pro smooth) to make the surface smooth and even with all tools tackles and labour etc. complete for the work. (This Item to be use in heigher grade painting works Item No. 14.65)

(BUILDING AMMENDMENT SOR ITEM NO.-14.57/2/05/05/25) SQ.M 259.50 95.00 24653.00

49 14.68 Providing and applying on exterior surface with PREMIUM Exterior emulsion paint of required shade to give protective and water proof finish minimum 3 coats applied @1.40 lit/10Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -2 Class D, C (Glossy /Semi Glossy finish) (Product such as Asian Apex ,Dulux Weather Shield Prima E900, Berger Weathercoat Antidust, Nerolac Everlas Excel, Nippon Sumo Etra, Opus True flex) inclusive of providing abro tape on edges and articleand cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work. (With 3 Year Warranty.)

(BUILDING AMMENDMENT SOR ITEM NO.-14.68/4/05/05/25) SQM 259.50 84.00 21798.00

50 14.71Providing and applying satin/matt finish Enamel paint mimimum 2 coats in all surface applying @ 0.75 lit/ 10 Sqm up to required finish as per relevent I.S. code 2932: 2013 of (Product such as Asian satin Enamel, Dulux Promise Premium Enamel, Nerolac Synthatic Enamel, Opus Prime enamel) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackle and labour etc. complete for the work.

(BUILDING AMMENDMENT SOR ITEM NO.-14.71/5/05/05/25) SQM 187.20 133.00 24897.60

51 Suppling and stacking of good earth at site including royalty,loading,unloading and carriage upto 10km(earth measured in stacks will be reduced by 20% for payment)

(BUILDING SOR. ITEM NO.-22.2/204) CUM 69.30 201.00 13929.30

52 Supplying and stacking at site well decayed cow dung manure from approved source, including loading, unloading and carriage upto 5 km (manure measured in stacks will be reduced by 8% for payment).

(BUILDING SOR ITEM NO.-22.4/204) CUM 13.05 236.00 3079.80

53 22.8 Spreading of sludge, dump manure or/and good earth in required thickness (Cost of sludge, dump manure or/ and good earth to be paid separately).

(BUILDING SOR ITEM NO.-22.8/204) CUM 82.35 17.50 1441.13

22.9 Mixing earth and sludge or manure in proportion specified or directed CUM 82.35 11.00 905.85

(BUILDING SOR ITEM NO.-22.4/204)

54 Providing and planting of 3‟0” to 4‟0” heighted wasingtonia, filipheria/bismarkia novelist plam plants with 1‟6” x 1‟6” depth pit formation and soil preparation, (Mixing organic manure and plant‟s protection insecticide). Up to 4 month maintenance.

(ROAD SOR ITEM NO.-12.6/45) EACH 50.00 935.00 46750.00 #REF!

55 Providing and planting of 4‟0” to 5‟0” heighted Ficus prestige/Blackiana plants with 1‟6” x 1‟6” depth pit formation and soil preparation, (Mixing organic manure and plant‟s protection insecticide). Up to 4 month maintenance.

(ROAD SOR ITEM NO.-12.7/45) EACH 50.00 660.00 33000.00

56 16.42 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material within 50 metre lead.

(BUILDING SOR ITEM NO.-16.42) CUM 69.57 768.00 53430.00

57 Carriage by mechanical transport upto 5 km lead: 1.26.3 Dismantled Building debris (Mulba)

(BUILDING SOR ITEM NO.-1.26/12) CUM 69.57 91.50 6365.66 9 5

ELECTRICAL 2020

58 Designing and providing suitable RCC foundation in Cement Concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) for 3 mere to 12 metre high GI octagonal pole including steel reinforcement form work, embeding 2 nos 50mm dia PVC pipe for cable entry in each foundation, excavation disposal of surplus soil and curing etc. as per specification. #REF!

59 19.8 Supply of hot dipped galvanized (in single dip to minimum 75 micron) octogonal pole made of 3mm thick steel grade E-350 sheet having window and flush cover with locking arrangement at suitable height from base for cable termination block, pole suitably reinforced with welded steel section at window cut section to make the strength of pole unaffected, with following minimum specifications with 4 way terminal connector including 4mm thick anchor plate, 4 nos 24mm dia foundation bolts of EN8 grade, and as per IS 2062 & BS EN: 10025. (designed for wind speed upto 180km/hr, IS: 875 Part 3) 19.8.1 9 metre high, dia 155mm at bottom and 90mm at top, base plate size 260x260x16mm, foundation bolts 750mm long #REF! #REF! 80

60 Supply and fixing following street light pole bracket on existing pole made out of 50 mm dia MS "B" class pipe welded to 300 mm long MS pole canopy of suitable dia at a angle of 102.50 including having MS triangular stiffner of size 150 X 50 X 5 mm thick, making arrangement for tightening the bracket with pole by providing suitable size heavy duty nuts and bolts in canopy, painting with one coat of approved steel primer etc. as per specification. 19.9.2 Single Over Hang 1.00 metre Long 19.9.6 Double Over Hang 1.00 metre Long

61 Erection of GI octogonal/ tubular/conical pole on existing cement concrete foundation having grouted bolts and nuts, aligning in true vertical position as per specification. 19.11.7 9 metre high

62 Painting of following height steel tubular poles with two coat of approved colour and shade synthetic enamel paint including cleaning the surface as per specification: 31.11.3 Above 8 metre and upto 10 metre

LT Cable and Termination

63 Supplying and laying following sizes one number FRLS PVC insulated/XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade direct in ground at a depth not less than 40 cm and upto 90 cm including excavtion, sand cushioning, protective covering and refilling the trench etc as per specification, IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1).

Panel Incoming Wiring

(EL.SOR. ITEM NO.-15.1.22/52)

64 Supplying and making end termination with brass compression gland and aluminum lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as per specification. 4 X 10 sq. mm (22 mm)

65 Providing following size ISI marked FRLS PVC insulated , PVC sheathed, flexible copper conductor wire. 2.5 sq. mm three core

66 Supplying and laying ISI marked double wall HDPE pipe (IS 14930 Part II) having corrugation on the outer wall and plan surface on inner wall in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification. 16.1.5 180 mm outer dia and 152 mm Inner dia

MAIN METAL PANEL BOARD

67 Fabrication, supply, installation, testing and commissioning of cubicle type compartmentalized wall/ floor mounted power cum control panel board of specified size and following depth made out of not less than 2 mm thick CRCA MS powder coated sheet with suitable size compartments for bus bars, switchgears and necessary cutouts for voltmeters, ammeters etc as per specifications including powder coating painting but without busbars, switchgears and other accessories etc complete as per specification.

Above 450 mm and upto 600 mm deep sqm 8.64 8519.00 73604.00

(ELECTRICAL SOR ITEM NO.7.19/34)

68 Supply, installation, testing and commissioning of 4 pole (3 phase + neutral) aluminium bus bars in existing cubicle type compartmentalized wall/ floor mounted panel board along with suitable size and shape insulators, necessary bolts and nuts etc complete as per specification. 400 amp (50x6mm)

(ELECTRICAL SOR ITEM NO.7.20/35) Metre 8.64 1531.00 13228.00

69 9.1.5 Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as per specification, IS/ IEC: 60947-2 and Ics = 100 % Icu. 3 pole MCCB, 125A, Adjustable Thermal - Magnetic Release, 25KA

Incomer of Lighting Panel EACH 6.00 5740.00 34440.00

(ELECTRICAL SOR ITEM NO.9.1.5/50)

70 Supplying and fixing TP&N MCB, 440 volts, 'C' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 6 amps to 32 amps

(ELECTRICAL SOR ITEM NO.9.16/44) Each 60.00 883.00 52980.00

71 Providing and fixing 3 pole, 415/500 volts following rating (AC-1 Duty) power contactor in existing starter/ cubical panel including, connections, testing and commissioning etc. as per specification. 60 amps

(ELECTRICAL SOR ITEM NO.10.13/48) Each 12.00 3261.00 39132.00

72 Providing and fixing following rating current transformer in existing cubical panel including, connections, testing and commissioning etc. as per specification. 100/5 amps

(ELECTRICAL SOR ITEM NO.10.15/48) Each 6.00 349.00 2094.00

73 Providing and fixing penal mounting 230 volt LED type indicating lamp in existing cubical panel including, connections, testing and commissioning etc. as per specification.

(ELECTRICAL SOR ITEM NO.10.17/49) Each 24.00 94.00 2256.00

74 Providing and fixing penal mounting following rating analog type ammeter of size 100x100 (NS) in existing cubical panel including, connections, testing and commissioning etc. as per specification. 0-200 amps

(ELECTRICAL SOR ITEM NO.10.18/49) Each 15.00 458.00 6870.00

75 Providing and fixing penal mounting 0-500 volt voltmeter of size 100x100 (NS) in existing cubical panel including, connections, testing and commissioning etc. as per specification. Digital type

(ELECTRICAL SOR ITEM NO.10.20/50) Each 15.00 835.00 12525.00

76 Providing and fixing penal mounting selector switch in existing cubical panel including, connections, testing and commissioning etc. as per specification.

For voltmeter Each 15.00 189.00 2835.00

For ammeter Each 15.00 207.00 3105.00

(ELECTRICAL SOR ITEM NO.10.21/50)

77 Providing and fixing following Time switch (timer) in existing panel including connection, testing and commissioning as per specification. Analoge type

(ELECTRICAL SOR ITEM NO.10.22/50) Each 15.00 2525.00 37875.00

78 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as per specification and IS Code 3043: 1987(R 2016)

79 Supplying and laying 25 mm X 6 mm G.I. strip at 0.50 metre below ground as strip earth electrode, including soldering, excavation and refilling the trench etc. as per specification.

(EL.SOR. ITEM NO.-12.13/49) METER 22.38 94.00 2103.00

80 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including soldering, excavation and refilling the trench etc. as per specification.

81 Supplying, installation, testing and commissioning of following 230/250 volts LED street light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket, including connection, earthing, Separate housing for driver etc complete as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt. 6.28.9 120 watt

CGPHED SOR 2020

82 Earth work in excavation for pipe trench in ordinary soil areas including dressing, watering, ramming and disposal of excavated earth lead up to 50m and lift up to 1.5m, disposal earth to be levelled, neatly dressed. (CG PHED SOR Amendment 07/2022-23, It.No. 18.15, Pg.No.51)

83 Earth work in excavation for pipe trench in Hard soil areas including dressing, watering, ramming and disposal of excavated earth lead up to 50m and lift up to 1.5m, disposal earth to be levelled, neatly dressed. (CG PHED SOR Amendment 07/2022-23, It.No. 18.19.1, Pg.No.51)

84 Earth work in excavation for pipe trench in all kinds of rocks in areas including dressing, stacking of useful material and disposal of unservicve able material up to lead up to 50m and lift up to 1.5m. (CG PHED SOR Amendment 07/2022-23, It.No. 18.19.1, Pg.No.51)

Soft rock with or without blasting or bituminous pavement / cement concrete road.

85 Pumping out water caused by springs, tides or river seepage, broken water mains or drains or well or the like. (CG PHED SOR Amendment 07/2022-23, It.No.18.21, Pg.No.52) KL 700.00 71 49700.00

86 Providing, laying & jointing including testing following socket & spigot centrifugally cast (spun) Ductile iron pressure pipes with inside cement motor lining (class K-7) conforming to IS 8329/2000 with suitable Rubber Gasket (Push on) joint as per IS : 5382/2018. (CG PHED SOR Amendment 07/2022-23, It.No.4.1, Pg.No.02)

87 Supply & Filling moorum/river sand for pipe bedding or over the pipe (including supply) (CG PHED SOR Amendment 07/2022-23, It.No.18.24, Pg.No.52) Cum 33.60 864.00 29030.40

88 Filling available excavated earth in trenches, lead up to 50m and lift up to 1.5m in all kind of soil excluding Watering and ramming. (CG PHED SOR Amendment 07/2022-23, It.No.18.23, Pg.No.52) Cum 162.81 62.00 10094.22

89 Providing and Laying including testing ductile iron PN 16 type flanged sockets conforming to IS: 9523/2000 having dimension as per table 23 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS:9523/2000. (CG PHED SOR Amendment 07/2022-23, It.No.4.7, Pg.No.04)

90 Providing and Laying including testing ductile PN 16 type iron flanged spigot conforming to IS: 9523/2000 having dimension as per table 24 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS: 9523/2000. (CG PHED SOR Amendment 07/2022-23, It.No.4.9, Pg.No.05)

91 Providing and Laying including testing Ductile iron Mechanical joint collar with follower glands conforming to IS: 9523/2000 having dimension as per table 24 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen and internal cement mortar lining. (CG PHED SOR Amendment 07/2022-23, It.No.4.11, Pg.No.06)

92 Providing and Laying including testing Ductile Iron Double Socket 90° Bends conforming to IS: 9523/2000 having dimension as per table 15 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. (CG PHED SOR Amendment 07/2022-23, It.No.4.13, Pg.No.07)

93 Providing and Laying including testing Ductile Iron Double Socket 45° Bends conforming to IS: 9523/2000 having dimension as per table 16 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. (CG PHED SOR Amendment 07/2022-23, It.No.4.15, Pg.No.07)

94 Providing and Laying including testing Ductile Iron Double Socket 22.5° Bends conforming to IS: 9523/2000 having dimension as per table 17 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. (CG PHED SOR Amendment 07/2022-23, It.No.4.17, Pg.No.08)

95 Providing and Laying including testing Ductile Iron Double Socket 11.25° bends conforming to IS:9523/2000 having dimension as per table 18 of IS:9523/2000 in the following nominal diameter/ sizes with external bitumen coating and internal cement mortar lining. (CG PHED SOR Amendment 07/2022-23, It.No.4.19, Pg.No.09)

96 Providing and Laying including testing Ductile Iron All socket Tees conforming to IS:9523/2000 having dimension as per table 21 of IS:9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS: 9523/2000. (CG PHED SOR Amendment 07/2022-23, It.No.4.21, Pg.No.10)

97 Providing and Laying including testing Ductile Iron Double Socket Reducer conforming to IS: 9523/2000 having dimension as per table 21 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS: 9523/2000. (CG PHED SOR Amendment 07/2022-23, It.No.4.25, Pg.No.13)

98 Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete. (CG PHED SOR Amendment 07/2022-23, It.No.4.41, Pg.No.18)

D.I. Sluice Valve (PN- 16)

99 Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. (CG PHED SOR Amendment 07/2022-23, It.No.18.41.1.3, Pg.No.54)

For Road restoration (M-20) Cum 106.00 6545.00 693770.00

100 Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in foundation/plinth (20mm graded metal) (CG PHED SOR Amendment 07/2022-23, It.No.18.42.1, Pg.No.54)

For thrust block Cum 38.35 6025.00 231058.75

101 Providing and placing in position cold twisted steel and hot rolled deformed steel reinforcement for R.C.C. work i/c cutting, bending, binding etc. complete i/ccost of binding wire and wastage. (CG PHED SOR Amendment 07/2022-23, It.No.18.44, Pg.No.54)

qty as per item no.18 (80 kg/cum) Kg 2485.54 70.00 173987.94

102 Construction of Rcc valve chamber with Rcc precast cvers for valves. (100mm to 600mm dia.)

(cost as per rate analysis enclosed) 0.00 2.00 74641.40 149282.80

103 Labour only for cutting following Ductile Iron pipes of any type and class. (CG PHED SOR Amendment 07/2022-23, It.No.19.4, Pg.No.60)

104 Chamfering of CI/DI pipes of all type sand classes to make suitable for tyton joints. (CG PHED SOR Amendment 07/2022-23, It.No.19.6, Pg.No.61)