ADDN ALTERATION OF 20 SHEDS PERIMETER FENCE AND PROVN OF TOE WALL Phase II UNDER GE S BATHINDA Job No SW 200

Amount

Sch 'A' Sec - I, (Prime cost Sum)

Prime cost sum for FRG Hollow Dunnage Block (without ferrous metal) of size 380x300x150mm complete all as specified and as directed by Engineer-in-Charge. Note :- (i) Prime cost sum inserted in this Sch will be considered as one item. The bidder shall quote lump sum amount against this item and accordingly percentage shall be derived automatically by the system in col 9 of BOQ based on the amount quoted against this item by the bidder shall be subject to a maximum of 15% (on plus side) and shall be taken as the PC sum percentage irrespective of the percentage derived actually from the quoted amount. (ii) Quantity mentioned in colum 3 is provisional. Any increase/decrease in the quantity based on the site requirement shall be priced at the quoted percentage under column 9.

Sch 'A' Sec - II, (B/R WORKS)

Opening the crack on RCC surface of Roof top and similar items by chipping & removal of dilapidated concrete carefully upto sound concrete with electrically operated low impact chisel & hammer and exposing old reinforcement upto 10mm beyond corroded reinforcement bars using electrically operated diamond concrete saw blade and cleaning it by wire brush and then by air blower And Cleaning Reinforcement as Whereever Exposed in Crack by applying alkaline rust converting primer on the existing rebar (consumption Qty as per manufacturer’s instructions but min 0.6 kg/10 Rm approx) and allowing it to react with rust for 6 hrs and form a corrosion resistant, insoluble and adherent protective layer including cleaning the reinforcement, wire brushing to remove the rust spalls and then applyZinc rich epoxy anti-corrosive protective coating on reinforcement bars as corrosion protection system in 2 coats to the entire circumference surface of bars (consumption Qty as per manufacturer’s instructions but min 0.6 kg/10 Rm for two coats approx) complete all as specified and as directed by Engineer-in-charge. Make:- Sika-Rust off 100 / Fosroc-ReebaklensRR / Asian - SmartCare APCOREP RUSTREM or Techno commercial equivalent in make mentioned in Appx 'B' And Make of Zinc rich Primer Sika-Friazinc R / Fosroc-Nito Zinc Primer / Asian- SmartCare APCOREP RUSTCOAT RB or Techno commercial equivalent in make mentioned in Appx 'B'

Opening the crack on RCC surface of Ceiling, Chajja and similar items by chipping & removal of dilapidated concrete carefully upto sound concrete with electrically operated low impact chisel & hammer and exposing old reinforcement upto 10mm beyond corroded reinforcement bars using electrically operated diamond concrete saw blade and cleaning it by wire brush and then by air blower And Cleaning Reinforcement as Whereever Exposed in Crack by applying alkaline rust converting primer on the existing rebar (consumption Qty as per manufacturer’s instructions but min 0.6 kg/10 Rm approx) and allowing it to react with rust for 6 hrs and form a corrosion resistant, insoluble and adherent protective layer including cleaning the reinforcement, wire brushing to remove the rust spalls and then applyZinc rich epoxy anti-corrosive protective coating on reinforcement bars as corrosion protection system in 2 coats to the entire circumference surface of bars (consumption Qty as per manufacturer’s instructions but min 0.6 kg/10 Rm for two coats approx) complete all as specified and as directed by Engineer-in-charge. Make:- Sika-Rust off 100 / Fosroc-ReebaklensRR / Asian - SmartCare APCOREP RUSTREM or Techno commercial equivalent in make mentioned in Appx 'B' And Make of Zinc rich Primer Sika-Friazinc R / Fosroc-Nito Zinc Primer / Asian- SmartCare APCOREP RUSTCOAT RB or Techno commercial equivalent in make mentioned in Appx 'B'

Opening the crack on RCC surface of Ceiling, Chajja and similar items by chipping & removal of dilapidated concrete carefully upto sound concrete with electrically operated low impact chisel & hammer and exposing old reinforcement upto 10mm beyond corroded reinforcement bars using electrically operated diamond concrete saw blade and cleaning it by wire brush and then by air blower And Cleaning Reinforcement as Whereever Exposed in Crack by applying alkaline rust converting primer on the existing rebar (consumption Qty as per manufacturer’s instructions but min 0.6 kg/10 Rm approx) and allowing it to react with rust for 6 hrs and form a corrosion resistant, insoluble and adherent protective layer including cleaning the reinforcement, wire brushing to remove the rust spalls and then applyZinc rich epoxy anti-corrosive protective coating on reinforcement bars as corrosion protection system in 2 coats to the entire circumference surface of bars (consumption Qty as per manufacturer’s instructions but min 0.6 kg/10 Rm for two coats approx) complete all as specified and as directed by Engineer-in-charge. Make:- Sika-Rust off 100 / Fosroc-ReebaklensRR / Asian - SmartCare APCOREP RUSTREM or Techno commercial equivalent in make mentioned in Appx 'B' And Make of Zinc rich Primer Sika-Friazinc R / Fosroc-Nito Zinc Primer / Asian- SmartCare APCOREP RUSTCOAT RB or Techno commercial equivalent in make mentioned in Appx 'B'

Apply SBR based bonding agent to the opened grooves in the concrete before filling up with Polymer modified mortar or any other treatment (consumption Qty as per manufacturer’s instructions but min 0.6 kg/10 Rm approx), including cleaning the surface to remove dirt, dust or any other impurities on the surface in Roof, Ceiling, Chajja, Fascia, Fins, Drops, Columns, Beams and similar items complete all as specified and as directed by Engineer-in-charge Make:- Sika-Latex SBR / Fosroc-Nitobond SBR Latex / Asian- SmartCare REPAIR POLYMER or Techno commercial equivalent in make mentioned in Appx 'B'

Apply SBR based bonding agent to the opened grooves in the concrete before filling up with Polymer modified mortar or any other treatment (consumption Qty as per manufacturer’s instructions but min 0.6 kg/10 Rm approx), including cleaning the surface to remove dirt, dust or any other impurities on the surface in Roof, Ceiling, Chajja, Fascia, Fins, Drops, Columns, Beams and similar items complete all as specified and as directed by Engineer-in-charge Make:- Sika-Latex SBR / Fosroc-Nitobond SBR Latex / Asian- SmartCare REPAIR POLYMER or Techno commercial equivalent in make mentioned in Appx 'B'

Apply SBR based bonding agent to the opened grooves in the concrete before filling up with Polymer modified mortar or any other treatment (consumption Qty as per manufacturer’s instructions but min 0.6 kg/10 Rm approx), including cleaning the surface to remove dirt, dust or any other impurities on the surface in Roof, Ceiling, Chajja, Fascia, Fins, Drops, Columns, Beams and similar items complete all as specified and as directed by Engineer-in-charge Make:- Sika-Latex SBR / Fosroc-Nitobond SBR Latex / Asian- SmartCare REPAIR POLYMER or Techno commercial equivalent in make mentioned in Appx 'B'

Providing and filling ready mix Polymer Modified Mortar (PMM) in grooves of any depth in Roof top and similar items in layers upto required thickness to reach the surface level, not exceeding 20 mm at a time, complete all as per specified and as directed. PMM shall have compressive strength >= 38 N/sqmm (28 days) according to ASTM C 109; flexural strength >= 6N/ sqmm (7 days) according to ASTM C 293-79 complete all as specified and as directed by Engineer-in-charge. Make:- Sika-Monotop-122F / Fosroc-Renderoc HSXTRA / Asian SmartCare Repair Mortar or Techno commercial equivalent in make mentioned in Appx 'B'

Providing and filling ready mix Polymer Modified Mortar (PMM) in grooves of any depth in Ceiling, Chajja, and similar items in layers upto required thickness to reach the surface level, not exceeding 20 mm at a time, complete all as per specified and as directed. PMM shall have compressive strength >= 38 N/sqmm (28 days) according to ASTM C 109; flexural strength >= 6N/ sqmm (7 days) according to ASTM C 293-79 complete all as specified and as directed by Engineer-in-charge. Make:- Sika-Monotop-122F / Fosroc-Renderoc HSXTRA / Asian SmartCare Repair Mortar or Techno commercial equivalent in make mentioned in Appx 'B'

Providing and filling ready mix Polymer Modified Mortar (PMM) in grooves of any depth in Columns, Beams and similar items in layers upto required thickness to reach the surface level, not exceeding 20 mm at a time, complete all as per specified and as directed. PMM shall have compressive strength >= 38 N/sqmm (28 days) according to ASTM C 109; flexural strength >= 6N/ sqmm (7 days) according to ASTM C 293-79 complete all as specified and as directed by Engineer-in-charge. Make:- Sika-Monotop-122F / Fosroc-Renderoc HSXTRA / Asian SmartCare Repair Mortar or Techno commercial equivalent in make mentioned in Appx 'B'

Drilling Holes of 12mm dia up to 150 mm deep holes in column and beam at the interval of 300 mm or as directed by Engineer-in-Charge in staggered manner or along the crack line in Reinforced Concrete (RC) structural element including cleaning of the holes by air blower and inserting 12mm dia NRV (Non Returnable Valve) nozzle compatible with epoxy injector and having machined external end to receive outlet of Grouting Gun. Fix inside the hole by applying thixotropic epoxy adhesive to ensure complete sealing and allow curing the system for minimum of 8 Hrs before Grouting including nozzle projections, excess putty, if any, over concrete element by grinding, leveling and finishing the external surface, after completion of the work, etc. complete all as specified and as directed by Engineer-in-charge. Note :- Epoxy material shall be measured and paid separately under item No 17 of BOQ.

Drilling Holes of 12mm dia up to 100 mm deep holes in slab at the interval of 300 mm or as directed by Enginner-in-charge in staggered manner or along the crack line in Reinforced Concrete (RC) structural element including cleaning of the holes by air blower and inserting 12mm dia NRV (Non Returnable Valve) nozzle compatible with epoxy injector and having machined external end to receive outlet of Grouting Gun. Fix inside the hole by applying thixotropic epoxy adhesive to ensure complete sealing and allow curing the system for minimum of 8 Hrs before Grouting including nozzle projections, excess putty, if any, over concrete element by grinding, leveling and finishing the external surface, after completion of the work, etc. complete all as specified and as directed by Engineer-in-charge. Note :- Epoxy material shall be measured and paid separately under item No 17 of BOQ.

Supply, mixing & applying two component epoxy resin concrete bonding coat on prepared RCC surfaces as per manufacture specification including dismantaling and removing the debries exceeding 5 kms and up to 10 kms as directed by engineer-in-charge , cleaning of surface to remove all dirt, dust or any other impurities, etc. complete as specified and directed. The product should comply with ASTM C 881 Type II Grade 2 Class B+C and bond strength should be >= 4 MPa complete all as specified and as directed by Engineer-in-charge. Make:- Sika-Sikadur32 LP / Fosroc-Nito Bond EP /Asian SmartCare EPoxy Bonding Agent or Techno commercial equivalent in make mentioned in Appx 'B'

Rebuilding the section of damaged RCC elements to its original size in thickness upto 100mm by supply and casting with ready to use non shrink, cementitious free flow micro-concrete having compressive strength >= 50 N/sqmm (28 days) according to ASTM C 1107-99, including mixing, placing and leveling the surface by grinding off cementitious slurry or cementitious joints differences if any and curing Including necessary formwork , Shuttering and jacating complete all as specified and as directed by Engineer-in-charge. Note :- Mode of measurement: per KG of micro concrete. Make:- Sika-Sikarep microcrete 4 / Fosroc-Renderoc RG / Asian SmartCare Micro Concrete HS or Techno commercial equivalent in make mentioned in Appx 'B'

Supply and Grouting, injecting two part, low viscosity, moisture insensitive injection liquid, based on high strength epoxy resin by pressure and using pressure epoxy injector with accessories till nozzle refused to accept the grout including mixing of grout for column, beam and roof slab having following properties:- (i) Mixed Density 1.1 kg/l (at +27°C); Viscosity ~ 250 mPas at +30°C and should comply according to ASTM C 881, Type II and IV, Grade-1, Class E+F (ii) Compressive strength >= 70 N/sqmm (7 days) according to ASTM D 695; Tensile Strength >= 30 N/sqmm (after 7 days at +30°C cure) (According to ASTM D 638); (iii) Bond Strength ~ 10.8 N/sqmm (failure in concrete) after 14 days at +30°C cure; Flexural strength ~ 50 N/sqmm according to ISO 178. (iv ) Seal the nozzle with thixotropic epoxy adhesive after the refusal of grout material from the nozzle. Note:- leakage through other nozzle or cracks are required to be monitored while grouting and such points to be sealed as and when required without any extra cost complete all as specified and as directed by Engineer-in-charge. Note :- Mode of measurement: per kg of material consumed Make:- Sika-Sikadur 52LP (IN) / Fosroc-Conbextra EP10 /Asian SmartCare APCOREP inject Grout or Techno commercial equivalent in make mentioned in Appx 'B'

Carefully chipping, removing existing loose/ damaged concrete with plaster from Roof, Ceiling, Chajja, Fascia, Fins, Drops and similar items by low impact high frequency hammer/ chipper without damaging the existing sound concrete and exposing old reinforcement upto 10mm beyond corroded reinforcement bars using electrically operated diamond concrete saw blade, making the edges straight and even and cleaning it by wire brush and then by air blower complete all as specified and as directed by Engineer-in-charge.

Cleaning all existing reinforcement bars in Roof, Ceiling, Chajja, Fascia, Fins, Drops and similar items with wire brush/rotary wire brush to make entire circumference surface of bars free from rust scales, loose material, dirt etc., complete and applying alkaline rust converting primer in 2 coats on the existing rebar and allowing it to react with rust for 6 hrs and form a corrosion resistant, insoluble and adherent protective layer including cleaning the reinforcement, wire brushing to remove the rust spalls, (consumption Qty as per manufacturer’s instructions but min 0.4 kg/Sqm approx for 2 Coats ) complete as per manufacturer’s instructions, complete all as specified and as directed by Engineer-in-charge. Note :- Mode of measurement : per sqm of breaking area of concrete only. Make:- Sika-Rust off 100 / Fosroc-ReebaklensRR / Asian SmartCare APCOREP RUSTREM or Techno commercial equivalent in make mentioned in Appx 'B'

Providing and application of Zinc rich epoxy anti-corrosive protective coating for reinforcement bars as corrosion protection system in 2 coats to the entire circumference surface of bars (consumption Qty as per manufacturer's instructions but min 0.4 kg/Sqm approx for 02 coats) in Roof, Ceiling, Chajja, Fascia, Fins, Drops and similar items complete all as specified and directed by Engr-in-charge. The product should confirm carbonation resistance of 2 mm and bond strength > 1N/sqmm according to ASTM C 882-78 complete all as specified and as directed by Engineer-in-charge. Note :- Mode of measurement: per sqm of application area of concrete. Make:- Sika-Friazinc R / Fosroc-NitoZinc Primer/ Asian SmartCare APCOREP RUSTCOAT RB or Techno commercial equivalent in make mentioned in Appx 'B'

Apply SBR based bonding agent to the entire concrete surface prior to building up of concrete with Polymer modified mortar or any other treatment , (consumption Qty as per manufacturer’s instructions but min 0.4 kg/Sqm approx) including cleaning the surface to remove dirt, dust or any other impurities on the surface, etc. complete in Roof, Ceiling, Chajja, Fascia, Fins, Drops and similar items complete all as specified and as directed by Engineer-in-charge. Make:- Sika- Latex SBR / Fosroc-Nitobond SBR Latex / Asian SmartCare Repair Polymer or Techno commercial equivalent in make mentioned in Appx 'B'

Rebuilding the section of structural damaged RCC/PCC elements of Roof, Ceiling, Chajja, Fascia, Fins, Drops repair to spalling concrete to its original size and shape in 20 mm average thickness by providing and applying with pre-batched, one component fiber based repair mortar having compressive strength>= 38 N/sqmm (28 days) according to ASTM C 109; flexural strength >= 6N/ sqmm (7 days) according to ASTM C 293-79 complete all as specified and as directed by Engineer-in-charge. Make:- Sika-Monotop-122F / Fosroc-Renderoc HSXtra / Asian SmartCare Repair Mortar or Techno commercial equivalent in make mentioned in Appx 'B'

Rebuilding the section of structural damaged RCC/PCC elements of Roof, Ceiling, Chajja, Fascia, Fins, Drops repair to spalling concrete to its original size and shape in 30 mm average thickness by providin= 38 N/sqmm (28 days) according to ASTM C 109; flexural strength >= 6N/ sqmm (7 days)according to ASTM C 109; flexural strength >= 5N/ sqmm (7 days) according to ASTM C 293-79 complete all as specified and as directed by Engineer-in-charge. Make:- Sika-Monotop-122F / Fosroc-Renderoc HSXtra / Asian SmartCare Repair Mortar or Techno commercial equivalent in make mentioned in Appx 'B'

Carefully chipping, removing existing loose/ damaged concrete with plaster from Columns by low impact high frequency hammer/ chipper without damaging the existing sound concrete and exposing old reinforcement upto 10mm beyond corroded reinforcement bars using electrically operated diamond concrete saw blade making the edges straight and even and cleaning it by wire brush and then by air blower complete all as specified and as directed by Engineer-in-charge.

Cleaning all existing reinforcement bars in Columns with wire brush/rotary wire brush to make entire circumference surface of bars free from rust scales, loose material, dirt etc., complete and applying alkaline rust converting primer in 2 coats on the existing rebar and allowing it to react with rust for 6 hrs and form a corrosion resistant, insoluble and adherent protective layer including cleaning the reinforcement, wire brushing to remove the rust spalls, complete as per manufacturer's instructions, , (consumption Qty as per manufacturer’s instructions but min 0.4 kg/Sqm approx for 2 coats ) complete all as specified and as directed by Engineer-in-charge. Note :- Mode of measurement: per sqm of breaking area of concrete only. Make:- Sika-Rust off 100 / Fosroc-ReebaklensRR / Asain SmartCare APCOREP RUSTREM or Techno commercial equivalent in make mentioned in Appx 'B'

Providing and application of Zinc rich epoxy anti-corrosive protective coating for reinforcement bars as corrosion protection system in 2 coats to the entire circumference surface of bars (consumption Qty as per manufacturer's instructions but min 0.4 kg/Sqm approx in two coats) in Columns complete all as specified and directed by Engr-in-charge. The product should confirm carbonation resistance of 2 mm and bond strength > 1N/sqmm according to ASTM C 882-78 complete all as specified and as directed by Engineer-in-charge Note :- Mode of measurement: per sqm of application area of concrete. Make:- Sika-Friazinc R / Fosroc-Nitozinc Primer / Asian SmartCare APCOREP RUSTCOAT RB or Techno commercial equivalent in make mentioned in Appx 'B'

Rebuilding the section of structural damaged RCC/PCC elements of Columns repair to spalling concrete to its original size and shape in 20 mm average thickness and applying with pre-batched, one component fiber based repair mortar having compressive strength >= 38 N/sqmm (28 days) according to ASTM C 109; flexural strength >= 6N/ sqmm (7 days)according to ASTM C 293-79 complete all as specified and as directed by Engineer-in-charge. Make:- Sika-Monotop-122F / Fosroc-Renderoc HSXTRA / Asian SmartCare Repair Mortar or Techno commercial equivalent in make mentioned in Appx 'B'

Rebuilding the section of structural damaged RCC/PCC elements of Columns repair to spalling concrete to its original size and shape in 30 mm average thickness and applying with pre-batched, one component fiber based repair mortar having compressive strength >= 38 N/sqmm (28 days) according to ASTM C 109; flexural strength >= 6N/ sqmm (7 days)according to ASTM C 293-79 complete all as specified and as directed by Engineer-in-charge. Make:- Sika-Monotop-122F / Fosroc-Renderoc HSXTRA / Asian SmartCare Repair Mortar or Techno commercial equivalent in make mentioned in Appx 'B'

Carefully chipping, removing existing loose/ damaged concrete with plaster from Beams and Lintels by low impact high frequency hammer/ chipper without damaging the existing sound concrete and exposing old reinforcement upto 10mm beyond corroded reinforcement bars using electrically operated diamond concrete saw blade making the edges straight and even and cleaning it by wire brush and then by air blower complete all as specified and as directed by Engineer-in-charge.

Cleaning all existing reinforcement bars in Beams and Lintels with wire brush/rotary wire brush to make entire circumference surface of bars free from rust scales, loose material, dirt etc., complete and applying alkaline rust converting primer in 2 coats on the existing rebar and allowing it to react with rust for 6 hrs and form a corrosion resistant, insoluble and adherent protective layer including cleaning the reinforcement, wire brushing to remove the rust spalls, complete as per manufacturer's instructions, (consumption Qty as per manufacturer’s instructions but min 0.4 kg/Sqm approx for 2 coats ) complete all as specified and as directed by Engineer-in-charge. Note :- Mode of measurement: per sqm of breaking area of concrete only. Make:- Sika-Rust off 100 / Fosroc-ReebaklensRR / Asain SmartCare APCOREP RUSTREM or Techno commercial equivalent in make mentioned in Appx 'B'

Providing and application of Zinc rich epoxy anti-corrosive protective coating for reinforcement bars as corrosion protection system in 2 coats to the entire circumference surface of bars (consumption Qty as per manufacturer's instructions but min 0.4 kg/Sqm approx in two coats) in Beams and Lintels complete all as specified and directed by Engr-in-charge. The product should confirm carbonation resistance of 2 mm and bond strength > 1N/sqmm according to ASTM C 882-78 complete all as specified and as directed by Engineer-in-charge. Note :- Mode of measurement: per sqm of application area of concrete. Make:- Sika-Friazinc R / Fosroc-Nito zinc Primer / Asian SmartCare APCOREP RSTCOAT RB or Techno commercial equivalent in make mentioned in Appx 'B'

Rebuilding the section of structural damaged RCC/PCC elements of Beams and Lintels repair to spalling concrete to its original size and shape in 20 mm average thickness and applying with pre- batched, one component fiber based repair mortar having compressive strength >= 38 N/sqmm (28 days) according to ASTM C 109; flexural strength >=6N/ sqmm (7 days)according to ASTM C 293-79 complete all as specified and as directed by Engineer-in-charge. Make:- Sika-Monotop-122F / Fosroc-Renderoc HSXTRA / Asian SmartCare Repair Mortar or Techno commercial equivalent in make mentioned in Appx 'B'

Rebuilding the section of structural damaged RCC/PCC elements of Beams and Lintels repair to spalling concrete to its original size and shape in 30 mm average thickness and applying with pre- batched, one component fiber based repair mortar having compressive strength >= 38 N/sqmm (28 days) according to ASTM C 109; flexural strength >=6N/ sqmm (7 days)according to ASTM C 293-79 complete all as specified and as directed by Engineer-in-charge. Make:- Sika-Monotop-122F / Fosroc-Renderoc HSXTRA / Asian SmartCare Repair Mortar or Techno commercial equivalent in make mentioned in Appx 'B'

Material and labour for precast cement concrete (1:2:4) type B1 using 20mm graded stone aggregate as in bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone wall in). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. including form work and setting in cement mortar (1:4) including cutting out brick wall complete with joints to match with existing complete all as specified and as directed by Engineer-in-charge. (NOTE : Reinforcement shall be measured and paid separately under appropriate item of BOQ.

Earth work in excavation by mechanical means (Hydraulic excavator) in trenches for foundation or drains or for laying pipes/elect cables etc (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, depth upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and as directed.

Excavation in trenches (Manual), not exceeding 1.5 m wide and not exceeding 1.5 m in depth in trenches for foundation or drains or for laying pipes/elect cables etc not exceeding 10 Sqm on plan and getting out in soft/loose soil including trimming the sides and forming bottom surfaces to required levels complete all as specified and as directed by Engineer-in-charge.

Returning and filling including spreading, leveling watering and well ramming in layers not exceeding 25cm thick in soft/loose soil complete all as specified and as directed by Engineer-in-charge.

Removing excavated material (surplus soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-charge.

Excavation in post holes (or similar holes) in soft/loose soil not exceeding 0.50 cum each, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers n. exc 25 cm including removing of surplus spoil to a distance n exc 50 mtr and making good the disturbed surfaces complete all as specified and directed by Engineer-in-Charge.

Pea gravel deposited, spreading and levelling in layers not exceeding 15 cm thick including well ramming and watering to a true surface as required.

Labour for forming embankments including raising (or lowering) earth spreading and filling in layers not exceeding 30 cm thick (each layer) consolidating the surface with Durmat/hand roller, rolling to required gradient and camber, levelling, well ramming including watering as required, and finishing to required size, shape upto top in exsititng traverse etc. complete all as specified and directed by Engineer in-Charge. Note : Mode of Measurement is as per Excavated Area . Note :- (i) Earth obtained from excavation and from MOD land as per respective item shall be used for embankment. (ii) The volume of total earth as worked out for the filling/embankment being measured and paid shall be deducted for voids @ 10 percent of total volume of the earth irrespective of consolidation of earth as defined.

Demolition of cement concrete reinforced (RCC) of any description and in any position not otherwise specifically provided, including reinforcement cut as required to facilitate including removing all debries and thrown in low lying earmarked area (as per direction of Engineer-In-Charge) at any distance exceeding 5 KM but not exceeding 10 KM from the building/site complete all as specified and as directed by Engineer-in-Charge.

Demolition of cement concrete (unreinforced) in ground floor and pavings not exceeding 15cm thickness (below or above ground level) of any description and in any position including removing all debries and thrown in low lying earmarked area (as per direction of Engineer-In-Charge) at any distance exceeding 5 KM but not exceeding 10 KM from the building/site complete all as specified and as directed by Engineer-in-Charge.

Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided including removing all debries and thrown in low lying earmarked area (as per direction of Engineer-In-Charge) at any distance exceeding 5 KM but not exceeding 10 KM from the building/site complete all as specified and as directed by Engineer-in-Charge.

Cutting opening in walls (any description) for door, window and other openings (with or without reveals) or enlarging existing openings, including trimming surfaces to receive rendering, etc including removing all debries and thrown in low lying earmarked area (as per direction of Engineer-In-Charge) at any distance exceeding 5 KM but not exceeding 10 KM from the building/site complete all as specified and as directed by Engineer-in-Charge.

Cutting out decayed bricks from old brick walls built in cement mortar and making good with new sub class old size 'B' bricks in detached patches of not more than 7 bricks each patch in CM (1:6) including removing all debries and thrown in low lying earmarked area (as per direction of Engineer-In-Charge) at any distance exceeding 5 KM but not exceeding 10 KM from the building/site complete all as specified and as directed by Engineer-in-Charge.

Cutting out bricks of old brick walls built in cement / mud mortar, forming toothing for, and bonding new into old work including value of new materials entering old walls and jointing and pointing (measured on vertical face in contact with old wall only) including new brick work with sub class old size 'B' bricks built in cement mortar (1:6) including removing all debries and thrown in low lying earmarked area (as per direction of Engineer-In-Charge) at any distance exceeding 5 KM but not exceeding 10 KM from the building/site complete all as specified and as directed by Engineer-in-Charge.

Demolition of brick work or stone / boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles in any description complete all as specified and as directed by Engineer-in-charge.

Material and labour for brick work with sub class ‘B’ old size burnt clay bricks, straight or curved on plan exc. 6 metre mean radius, built in cement mortar (1:6) complete all as specified and as directed by Engineer-in-charge.

Material and labour for brick work in half brick thick wall using burnt clay bricks (sub class 'B' old size burnt clay bricks) straight or curved on plan to any radius built in cement mortar (1:4) complete all as specified and as directed by Engineer-in- charge.

Taking down cement or cement lime plaster from brick or stone walls, roof top etc including racking out joints, hacking for key & scrubbing down with water etc, including removing all debries and thrown in low lying earmarked area (as per direction of Engineer-In-Charge) at any distance exceeding 5 KM but not exceeding 10 KM from the building/site complete all as specified and as directed by Engineer-in-Charge.

Material and labour for plastering 15mm thick in cement mortar (1:4) on any face of Brick walls or concrete surfaces including mixing of liquid WPC in mortar as per manufacturer's instructions, finished even and fair complete all as specified and as directed by the Engineer-in-Charge. (Note :- WPC as supply only shall be measured & paid separately under appropriate item of BOQ.)

Material and labour for plastering 10mm thick in cement mortar (1:4) on any face of beams, columns, walls etc. (brick or concrete surfaces) including mixing of liquid WPC in mortar as per manufacturers instruction, finished even and fair complete all as specified and as directed by the Engineer-in-Charge. (Note :- WPC shall be measured & paid separately as Supply only under appropriate item of BOQ.).

Material and labour for plastering 15mm thick in cement mortar (1:6) on any face of Brick walls or concrete surfaces, finished even and fair complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for plastering 15mm thick in cement mortar (1:6) on any face of Brick walls or concrete internal surfaces reinforced with wiremesh at junction of concrete and masonary, finished even and fair complete all as specified and as directed by the Engineer-in-Charge. (Note :- Wiremesh shall be measured & paid separately under appropriate item of BOQ.).

Material and labour for rendering/plastering 10mm thick in cement mortar (1:3) on any face of ceiling surfaces, finished fair and even and fair complete all as specified and as directed by the Engineer-in- Charge.

Supply only Wire netting (chicken wire mesh) of galvanised steel wire 1.40mm dia, size of mesh 12mm fixed with tinned tacks of wire staplescomplete all as specified and as directed by the Engineer- in-Charge.

Racking out joints / pointing to brick work in cement mortar in walls, including cleaning complete all as specified and as directed by Engineer-in-Charge. Note : Raking or cutting out joints and decayed mortar etc, not less than 12mm deep, washing the joints, removing rubbish off the premises, and keeping the surface to be pointed wet for 2 days prior to re-pointing

Material and labour for Flush pointing in cement mortar (1:3) to brick walls, complete all as specified and as directed by Engineer-in-Charge.

Material and labour for taking down cement or cement lime screed plaster from top of roof, roughening surfaces of old concrete slab by picking, sweeping clean and washing down with water to remove dust etc. including taking down / racking out tar felt if any and brushing neat cement slurry @3kg/sqm to receive screed/plastering upto entire satisfaction of Engineer-in-charge, after preparing the surface applying 20mm thick screed /plastering in cement mortar (1:4) including mixing of liquid WPC in mortar as per manufacturers instruction and finished even and smooth without using extra cement including removing debries from building and thrown in low lying empty area at any distance exceeding 5 KM but not exceeding 10 KM from the site complete all as specified and as directed by Engineer-in-Charge (Note :- WPC shall be measured & paid separately as Supply only under appropriate item of BOQ.).

Supply only liquid water proofing compound complete all as specified and as directed by the Engineer- in-Charge.

Material and labour for hard core of broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified & directed by Engineer-in- charge.

Material and labour for 75mm thick cement concrete ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in sub base complete all as specified and as directed by Engineer-in-charge.

Material and labour for PCC ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-charge.

Material and labour for PCC (1:3:6), type C-2 using 40 mm graded stone aggregate as in surface channels and drains & similar work etc including form work complete all as specified and as directed by Engineer-in-charge.

Material and labour for Extra for forming fair finished drain or channel upto 50 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. (inner girth only measured) complete all as specified and as directed by Engineer-in-charge.

Material and labour for PCC (1:2:4), type B-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete, sub base & similar work etc complete all as specified and as directed by Engineer-in-charge.

Material and labour for 40mm thick cement concrete (1:2:4), type B-1 using 20 mm graded stone aggregate as in flooring, hard standing etc, in panels size as directed and surface finished even & smooth without using extra cement including necessary form work complete all as specified and as directed by Engineer-in-charge. NOTE : Dividing strips if required shall be measured and paid separately under appropriate item of BOQ as supply only.

Material and labour for 100mm thick plain cement concrete (M-20) using 20 mm graded stone aggregate as in floor, hardstanding/paving/path etc, in panels size as directed with including fixing of dividing strips and 15mm thick wear proof topping layer with metallic floor hardener mixed with cement thoroughly to an even colour in dry state in the proportion recommended by the manufacturer including necessary form work complete all as specified and as directed by Engineer-in-charge. NOTE : (i) Dividing strips shall be measured and paid separately under appropriate item of BOQ as supply only.

Material and labour for 150mm thick plain cement concrete (M-20) using 20 mm graded stone aggregate as in floor, hardstanding/paving/path etc, in panels size as directed including fixing of dividing strips and 15mm thick wear proof topping layer with metallic floor hardener mixed with cement thoroughly to an even colour in dry state in the proportion recommended by the manufacturer including necessary form work complete all as specified and as directed by Engineer-in-charge. NOTE : (i) Dividing strips shall be measured and paid separately under appropriate item of BOQ as supply only.

Supply only 90mm wide 1.5mm thick Aluminium dividing strips, inserted in position, conform to design in floors complete all as specified and as directed by the Engineer-in-Charge.

Supply only 3mm thick, 38mm wide glass dividing strips inserted in position to the required design/ pattern all as specified & directed by Engineer-in- charge

Material and labour for providing, plain cement concrete (1:2:4) type B1, with 20mm graded stone agg in cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerb, slightly rounded or chamfered on edges including necessary form work complete all as specified and as directed by Engineer-in-Charge

Material and labour for factory made precast reinforced cement concrete (RCC) (1:2:4) B-1 using 20 mm graded crushed stone aggregates as in cover slabs and similar work of any thickness size and shape, finishing concrete surface fair and even and set in CM (1:4) at site complete all as specified and directed by Engineer-in-Charge. (NOTE : Reinforcement shall be measured and paid separately under appropriate item of BOQ.

Material and labour for mild steel TMT bars 10mm dia and over cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by the Engineer-in-Charge. (NOTE : Weight of binding wire or securing with clips shall not be considered for measurement and payment purpose.)

Dismantling structural steel work including doors, gates but excluding framed truss etc complete all as specified and directed by Engineer-in-Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by engr-in-charge.

Labour for Fabrication and Refixing old serviceable Rolled sections (angle, rail, channel, flat iron, plates etc shall be reused obtain from dismantling items) for Framed work as in doors or gates, in floor edges, running rails and guides for sliding doors, door shutters fixed with angle cleats or other connecting plates, including welding and welding material, drilling etc and fixing complete including fabrication as directed, complete all as specified and as directed by Engineer-in- charge.

Material and labour for 1.60 mm thick plain mild steel sheet in hearths; covering to door shutters; covering to door chowkats (frames); chullah hoods; water tanks; water troughs; ducts; urinal troughs and funnels, etc. cut to size edges beaded if directed, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel members, etc., with plain 40 mm lap joints or welded/ riveted seams including bending, turning up, mitred angles, stopped ends, outlets, etc. as required complete all as specified and directed by Engineer-in-Charge.

Material and labour for Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings and hanging; also fastening and fixing complete including fabrication as directed, including hold fast, locking arrangement, sliding door bolt, stopper etc conforming to Fe-290 grade E-165, complete all as specified and as directed by Engineer-in- charge.

Material and labour for Rolled sections as in false rafter and cleats for fixing purlin of ISMC/Angles including welding complete all as specified and as directed by Engineer-in- charge.

Supply and fixing Mild steel hand rails, half round or other steel section or core for hand-rail straight portion. Drilled and countersunk for balusters, running bars, for doors, balusters nosing to steps including in concrete and screwing etc. wind ties for roof including securing bolts: posts and struts in fencing including cutting tops to shape as directed, drilling, holes notching for wire, etc: flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, welding and welding in existing steel members etc, and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-Charge.

Supply and fixing in repair roller as per sample kept with Engineer-in-charge suitable for sliding gate (Hangar Gate), 04 Nos at top of size 100mm dia and 30mm wide and 04 Nos at bottom of sise 150mm dia and 50mm wide including minor repair of gate and material for fixing the roller, load carrying capacity of bottom roller not less than 400kg complete all as specified and directed by Engineer-in- Charge.

Supply and fixing 3mm thick MS Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted , bolded or welded attachment Fe-410 - W Quality-A complete all as specified and directed by Engineer-in-Charge.

Supply and fixing 5mm thick MS Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment Fe 410-W quality-A complete all as specified and directed by Engineer-in-Charge.

Supply and fixing 20mm dia 200mm long wedge type chemical fasteners (as per sample kept with Engineer-in-charge) including all drilling and cleaning hole and epoxy chemical complete all as specified and directed by Engineer-in-Charge.

Supply only Mild steel rag or lewis bolts, screwed one end, with hexagonal or square nuts and washers, the other end enlarged and jagged or lewised, length of bolt exceeding 15cm and not exceeding 30cm long and diameter of neck 20mm complete all as specified & as directed by Engineer- in- charge.

Supply and fixing 1mm thick Plain pre-painted galvanised, mild steel sheeting, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) with grade of zinc coating 275 complete all as specified & as directed by Engineer-in- charge.

Supply and fixing Expanded metal weight not exceeding 4kg per sqm, cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples to wood or steel members complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing Wire netting (chicken wire mesh) of galvanised steel wire 1.40mm dia, size of mesh 20mm fixed with tinned tacks of wire staples or as directed complete all as specified and as directed by the Engineer-in-Charge.

Dismantling plain or corrugated asbestos cement sheet (corrugated / semi corrugated) including ridges as in roof covering complete all as specified & directed by Engineer-in- charge.

Dismantling plain or corrugated steel sheeting, any gauge, thickness as in roof covering complete all as specified & directed by Engineer-in- charge.

Supply and fixing Pre-painted (camouflaging pattern) galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer-in-charge.

Supply and fixing Pre-painted (camouflaging pattern) galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick, any colour having tensile strength of 550 Mpa as in roof covering and as in ridges, hips, velley gutters, dip and straight flashings (including cutting and bent to shape), fixed with self tapping screws complete all as specified and as directed by Engineer-in-charge. Note :- Camufladging pattern shall be approved by GE.

Supply and fixing Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of red colour having tensile strength of 550 Mpa as in for fire point, fixed with self tapping screws complete all as specified and as directed by Engineer-in-charge.

Supply and fixing 110 mm bore HDPE pipes single socketed, in any length for weep wall complete all as specified and as directed by the Engineer-in-Charge.

Supply & fixing in replacement 110mm bore uPVC (SWR) pipes grade 'A' single socketed in any length with rubber ring joints for drain or rain water fixed along walls with and including factory made heavy duty PVC stack clamps (interval of 1m) including nut bolt and PCC work, complete all as specified and as directed by Engineer-in- charge.

Supply & fixing uPVC (SWR) bends (any radius) suitable for 110mm bore pipe complete all as specified and as directed by Engineer-in- charge.

Material and labour for preparation of new steel and iron surfaces of any description not otherwise described over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in- charge.

Material and labour for Preparation of new plastered Internal wall surface by sand papering or by any other mean and after preparing the surfaces applying the following complete all as specified and as directed by Engineer-in-charge:- (a) Applying Wall care putty in two coats (1mm each coat, minimum) on wall surface and smoothening the surfcae with sand papers by Mechanical method (hand electric grinder) prepatory to paint as directed. (b) Two coats of interior acrylic paint of approved tint over a coat of cement primer by using paint brush / Roller.

Material and labour for Preparation of new plastered external wall surface by sand papering or by any other mean and after preparing the surfaces applying the following complete all as specified and as directed by Engineer-in-charge:- (a) Applying Wall care putty in two coats (1mm each coat, minimum) on wall surface and smoothening the surfcae with sand papers by Mechanical method (hand electric grinder) prepatory to paint as directed. (b) Two coats of wheather proof exterior acrylic paint in Camufladge pattern as approved by GE of approved tint over a coat of cement primer by using paint brush / Roller.

Material and labour for preparing newly plastered or concrete surface of ceiling by sand papering or by any other mean and after preparing the surfaces applying three coats of white wash by using paint brush complete all as specified and as directed by Engineer-in- charge

Material and labour for preparation of new plastered surfaces of walls/pillars /cornices by brooming down with using broom/sand papering or by any other mean, washing down with water and applying two coats of cement base paint as per approved tint/colour by using paint brush complete all as specified and as directed by Engineer-in-Charge.

Material and labour for complete removal of existing treatment (any layers of existing treatment ) from ceiling by scraping down with using steel patti wire/ brush / sand papering or by any other mean, remove / scraping down all loose particle, smoke soot, moulds, moss & efflorescent salts, oil & greasy spots etc brooming all dust including applying white cement based putty where required for filling to depressions/nail holes/light cracks etc and to make surface even and smooth upto entire satisfaction of Engineer-in-charge, and after preparing the surface smooth applying three coats of lime white wash with using paint brush, complete all as specified and as directed by Engineer-in-Charge. NOTE : - Complete removal /scraping to old existing treatment as directed by Engineer-in-charge, each stage i.e after complete removal and before applying treatment as specified above, the surface shall be passed in writing by the Enigineer-in-charge in stage passing register.

Material and labour for complete removal of existing treatment on Old external wall surfaces of any desciption, preperation of surface by Mechanised sander having suction vaccum Bag using Smart periodical methodology, complete all as specified and as directed by Engineer-in- charge and applying the following:- (a) Two coats of exterior acrylic paint in Camufladge pattern as approved by GE of approved tint over a coat of cement primer on old prepared surface by using paint brush / Roller. Note : (i) Contractor may use manual scraping tools for complete removal and surface prepration with prior approval of Engr-in-chrge in case of places where using of Mechanical equiment are not posiible. (ii) Complete removal /scraping to old existing treatment as directed by Engineer-in-charge, each stage i.e after complete removal and before applying treatment as specified above, the surface shall be passed in writing by the Enigineer-in-charge in stage passing register.

Material and labour for preparation of old painted steel surfaces of any description not otherwise described over 10cm width or girth by cleaning the dust and removing all loose particle with using sanded paper, clean cloths and dry paint brush & applying one coat of synthetic enamel paint (1st quality) of approved tint/colour to achieve glossing finish with using paint brush complete as specified and as directed by Engineer-in-Charge.

Material and labour for mild steel tubular truss work made by using hollow square/rectangular/round pipe (welded tubes conforming to IS 1161-1979 grade St-240), Two Nos of Bolts fixed with Cleats including welding etc, complete all as specified and as directed by the Engineer-in-Charge. Note : Measurement of Nut and Bolt shall be Paid seperately under relavent of BOQ

Dismantling of brick (laid flat or on edge etc) laid dry or pointed in floors complete all as specified and as directed.

Material and labour for 75mm thick cement concrete ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in sub base complete all as specified and as directed by Engineer-in-charge.

Supply and laying/fixing 60 mm thick (M35 grade) precast interlocking tile/paving block factory casted (made by using PVC/ Rubber moulds on Vibrating Table Machine) using grey cement and no pigment, shape haxagon / trigular / zigzag / I-shaped etc, as directed, confirming to relevant IS, having compressive strength not less than 350 Kg/ Sqcm, laid over and including 25mm thick layer of sand cushining and filling the interstices etc with sand complete all as specified and as directed.

Supply and laying factory made kerb stone of M-25 grade cement concrete laid in position to the required line, level and curvature, jointed with cement mortar (1:4) (1 cement:4 coarse sand), rounded or chamfered on edges, including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete all as specified and as directed.

Subtotal

Sch 'A' Sec - III , (E/M WORKS)

Taking down carefully Air termination aluminium rod (lightening protection system) any type and size and fixed in any position from roof surface at any height including taking down fixture and fittings such as clamps, base insulator etc. and keep in safe custudy for re-use of serviceable items including making good disturbed surfaces of roof/walls/floors etc. as per existing complete all as specified and as directed by Engineer-in-charge.

Fixing only Air termination, single pointed aluminium rod (Old serviceable Air termination rod shall be reused obtain from dismantling items) at roof of building/ESHs at any height including fixing accessories complete all as specified and as directed by Engineer-in-charge. Note :- PCC block for fixing shall be measured and paid separately under appropriate item of BOQ)

Taking down carefully Aluminium strip any size (lightening protection system) and in any position from roof/wall surface at any height including taking down fixture and fittings such as clamps, base insulator etc. and keep in safe custudy for re-use of serviceable items including making good disturbed surfaces of roof/walls/floors etc. as per existing complete all as specified and as directed by Engineer-in-charge.

Fixing only Aluminium strip after proper cleaning the terminals (Old serviceable aluminium strip shall be reused obtain from dismantling items) with and including new vitreous ceramic/ procelein/ bakelite insulator (at not more than 100cm c/c) for base, saddles and fixing screws, nut bolts with washer etc. for fixing the strip on roof surface/along wall surface as earth grid and down conductor of lightening protection system of building/ESHs at any height complete all as specified and as directed by Engineer-in-Charge.

Taking down carefully GI strip any size (lightening protection system) and in any position from roof/wall surface at any height including taking down fixture and fittings such as clamps, base insulator etc. including making good disturbed surfaces of roof/walls/floors etc. as per existing complete all as specified and as directed by Engineer-in-charge.

Supply and fixing Air termination, single pointed aluminium rod 12mm dia and 300mm long including mounting base suitable for fixing at roof of building/ESHs at any height complete all as specified and as directed by Engineer-in-charge. Note :- PCC block for fixing shall be measured and paid separately under appropriate item of BOQ)

Supply and fixing Aluminium strip 25 x 3mm with and including ceramic/porcelain vitreous insulator (at not more than 100cm c/c) for base of suitable size and saddles and fixing screws, nut bolts with washer etc. for fixing the strip on roof surface/along wall surface or drawn through pipe as earth grid and down conductor of lightening protection system of building/ESHs at any height complete all as specified and as directed by Engineer-in-Charge. Note :- (i) Conduit/pipe if required, same shall be measured & paid separately under appropriate item of this BOQ

Supply and fixing test point terminal block made of gun metal or phosphorus bronze size 75x75x25mm drilled and screwed including 4 Nos, 8mm dia 25mm long hex head screw, fixed on wall surface including making connections of down earth conductors and earthing strips complete all as specified and as directed by Engineer-in-charge.

Taking out old unserviceable under ground LT XLPE/PVC cable of any size from trenches/wall/roof/road/pipe/pole including taking out of brick layer and sand from trenches etc and removing from site complete all as specified and as directed by Engineer-in-Charge. (Earth work shall be measured and paid separately under appropriate item of BOQ).

Supply and laying XLPE LT Cable of size 35 Sqmm, 3.5 core, 1100 Volt grade heavy duty with XLPE insulated, stranded aluminium conductor served with an inner sheathening of PVC tape and armoured with Galvanized steel wire and over all PVC Sheathed stranded conductor conforming to IS- 7098 (Part-I) with latest amendments laid in trenches/fixed to wall/pole/laid in floor/passing through pipe including necessary connections and suitable size of thimbling complete all as specified and as directed by Engineer-in-charge. Note :- (i) Excavation, earth work, sand cushioning, protection cover, cutting of road and pipe shall be measured & paid separately under appropriate item of BOQ)

Supply and laying XLPE LT Cable of size 25 Sqmm, 4 core, 1100 Volt grade heavy duty with XLPE insulated, stranded aluminium conductor served with an inner sheathening of PVC tape and armoured with Galvanized steel wire and over all PVC Sheathed stranded conductor conforming to IS- 7098 (Part-I) with latest amendments laid in trenches/fixed to wall/pole/laid in floor/passing through pipe including necessary connections and suitable size of thimbling complete all as specified and as directed by Engineer-in-charge. Note :- (i) Excavation, earth work, sand cushioning, protection cover, cutting of road and pipe shall be measured & paid separately under appropriate item of BOQ)

Supply and laying XLPE LT Cable of size 16 Sqmm, 4 core, 1100 Volt grade heavy duty with XLPE insulated, stranded aluminium conductor served with an inner sheathening of PVC tape and armoured with Galvanized steel wire and over all PVC Sheathed stranded conductor conforming to IS- 7098 (Part-I) with latest amendments laid in trenches/fixed to wall/pole/laid in floor/passing through pipe including necessary connections and suitable size of thimbling complete all as specified and as directed by Engineer-in-charge. Note :- (i) Excavation, earth work, sand cushioning, protection cover, cutting of road and pipe shall be measured & paid separately under appropriate item of BOQ)

Supply and laying XLPE LT Cable of size 10 Sqmm, 2 core, 1100 Volt grade heavy duty with XLPE insulated, stranded aluminium conductor served with an inner sheathening of PVC tape and armoured with Galvanized steel wire and over all PVC Sheathed stranded conductor conforming to IS- 7098 (Part-I) with latest amendments laid in trenches/fixed to wall/pole/laid in floor/passing through pipe including necessary connections and suitable size of thimbling complete all as specified and as directed by Engineer-in-charge. Note :- (i) Excavation, earth work, sand cushioning, protection cover, cutting of road and pipe shall be measured & paid separately under appropriate item of BOQ)

Material and labour for boring of holes under main road pavement, hard standing or any other situation by manual mean for accommodate upto 50mm bore pipe in the drilled holes, including returning filling in the end working space including removal of surplus soil and making good the surface complete all as specified and as directed. Note ; (Pipe and cable shall be measured and paid separately)

Supply and filling/spreading dry and clean river sand, over and under the under ground cables in trenches, ducts for cable protection including consolidation, 80mm thick to the authorized width as per SSR–Part-I before laying of cable and 150mm thick after laying of cable for cable cushioning (total thickness of sand cushion will be measured after punning down and shall be not less than 18 cm thick in layer) complete all as specified and as directed by Engineer-in-Charge. (Note :- For measurement purpose punned thickness shall be measured and paid)

Supplying and laying Factory made un-reinforced precast concrete cable cover (ISI marked), class LV, type II flat, size 300mm x 180mm x 40mm complete all as specified and as directed.

Supplying and laying Factory made un-reinforced precast concrete cable cover (ISI marked), class LV, type I flat, size 250mm x 150mm x 40mm complete all as specified and as directed.

Supply and fixing/laying GI tubing, light grade (ISI marked), 40 mm bore for protection of earthing strip or cable under hardstanding/fixed along poles/wall, laid in trenches, passing under bore hole etc complete all as specified and as directed by Engineer-in-Charge. Note :- (i) Excavation, earth work or bore hole shall be measured & paid separately under appropriate item of BOQ)

Material and labour for cable route indicator post 900mm long made of precast cement concrete (1:2:4) type B-1, using 20mm graded stone aggregate, rounded tops as directed and embeded in ground of size 350x150x450mm below ground and 300x100x450mm above ground, applying two coats of cement base paint on plastered surface including writing letters (like LT/HT UG cable, __ feeder etc.) with synthetic enamel paint in brown colour in suitable size including earth work and form work complete all as specified and as directed.

Supply, installations, testing and commissioning factory made, out door cubical type LT panel board 415 Volts, free standing, floor mounting type, dust and vermin proof , fabricated by 3.15 mm thick MS sheet powder coated with provision of double door both sides open type with provision of rubber beadings and necessary locking arrangement with slopped roof on top duly painted with two coats of powder coated siemens gray paint complete and having separate doors inside for accomodating all incomming / out going feeders of suitable sizes, panel shall be mounted on angle iron frame and legs made from MS angle of size 40x40x6mm, frame and legs duly spray painted internally and externally with two coats of powder coated siemens gray paint over a coat of red oxide primer, legs grouted in PCC (1:3:6) type C-1 (using 20 mm graded stone aggregate) complete including all connections/control wiring incoming/out going with suitable size of copper conductor cable, comprising of following accessory including testing, including dismantling and taking out old unserviceable panel any size complete all as specified and as directed by Engineer-in-charge (a) MCCB 4 pole thermal adjustable type 63 A, 415 V, 16 KA - 01 No (incoming) (b) MCB SPN 32 Amps, 230 volts,10 KA - 04 Nos (outgoing incl 1 spare) (c) Bus Bar chamber with electrolitec aluminium bus suitable for 100 Amps capacity for 4 pole Main supply and branch connections using 6 sqmm single core copper multistranded conductor wire with suitable size lugs and thimble complete connected from busbar to outgoing MCBs. (d) R,Y,B indication lamps complete prewired & connected. - 01 Set Note : Drawings of panel shall be submitted before fabrication for approval of GE.

Material and labour for Earthing complete with galvanised iron earth plate electrode of size 600 x 600 x 6 mm buried directly in ground (earth pit not less than 2.25 mtr deep below ground level ) with top edge of the plate not less than 1.5 metre below normal ground level, connected to and including GI earthing strip 32x6mm by means of GI bolts/nuts/washers and protected by 40 mm bore GI light grade pipe upto test point or upto main switch board / electric equipment / pole / lightning arrestor / HT/LT equipments / GODO switch etc, fixing with 02 Nos nuts and bolts and protection pipe fixed with and including flat iron clamps, bolts, nuts and washers. Earth plate shall be surrounded by alternate packed layer 15 cm thick of charcoal or coke and common salt all around bottom and top. 20 mm bore GI medium grade pipe for watering and including funnel, wire mesh, PCC chamber pit made with PCC (1:3:6) type C1 (using 20 mm graded stone aggregate) including necessary form work, excavation and earth work in any type of soil, returning filling and disposal of surplus soil to a distance not exceeding 50m, Pit cover 40mm thick made with RCC (1:2:4) type B1 (using 20 mm graded stone aggregate) including TMT reinforcement 8mm dia @ 75mm c/c both way, MS handle 12mm dia, cover rest on MS angle iron frame 40x40x6mm embeded in concrete duly painted with two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified & shown in electrical plate No. 3 of SSR 2009 (Part-I) including taking out/down old earthing system complete all as specified and as directed by Engineer-in-charge. Note:- (i) PCC chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (ii) Protection pipe and GI earthing strip upto electric equipment from top of earth plate shall be included in the unit rate of this item. (iii) The earth testing arrangement should be done by the contractor as per direction of Engineer-in-charge.

Material and labour for Earthing complete with galvanised iron earth plate electrode of size 600 x 600 x 6 mm buried directly in ground (earth pit not less than 2.25 mtr deep below ground level ) with top edge of the plate not less than 1.5 metre below normal ground level, connected to and including GI earthing wire of size 4 mm dia by means of GI bolts/nuts/washers and protected by 15 mm bore GI light grade pipe upto test point or upto main switch board, HT/LT equipments, fixing with 02 Nos nuts and bolts and protection pipe fixed with and including flat iron clamps, bolts, nuts and washers. Earth plate shall be surrounded by alternate packed layer 15 cm thick of charcoal or coke and common salt all around bottom and top. 20 mm bore GI medium grade pipe for watering and including funnel, wire mesh, PCC chamber pit made with PCC (1:3:6) type C1 (using 20 mm graded stone aggregate) including necessary form work, excavation and earth work in any type of soil, returning filling and disposal of surplus soil to a distance not exceeding 50m, Pit cover 40mm thick made with RCC (1:2:4) type B1 (using 20 mm graded stone aggregate) including TMT reinforcement 8mm dia @ 75mm c/c both way, MS handle 12mm dia, cover rest on MS angle iron frame 40x40x6mm embeded in concrete duly painted with two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified & shown in electrical plate No. 3 of SSR 2009 (Part-I) including taking out/down old earthing system complete all as specified and as directed by Engineer-in-charge. Note:- (i) PCC chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (ii) Protection pipe and GI earthing wire upto test point or upto electric equipment from top of earth plate shall be included in the unit rate of this item. (iii) The earth testing arrangement should be done by the contractor as per direction of Engineer-in-charge.

Taking down carefully surface copper/aluminum point wiring (light, fan, socket or power point) complete including fixture and fittings such as switches, ceiling rose, pendents, sockets, regulator, light fitting etc including conduit/casing caping any type with junction box, elbow and making good disturbed surfaces of walls/ceiling/floor to match with the existing surfaces complete all as specified and as directed by Engineer-in-Charge.

Material and labour for surface type Flame proof Point wiring (using red, black and green colour wires as colour coding for single phase circuits) complete with 1.5 Sqmm (nominal cross section area) FRLSH PVC insulated unsheathed and multi strand copper conductor cable 1100 volt (ISI marked) for Phase, netural and for continues as earth wire connected to earth dolly etc. drawn through and including flame proof rigid stove enamelled black ERW conduit minimum 20mm dia with all flame proof fittings and accessories i.e. flame proof joint, pipe bend, union, reducer, nipple, pipe hook, Screws, GI saddles, clamps, connectors etc, for light/fan points including making good disturbed surfaces of walls/ceiling/floors etc. by using CM (1:3) complete all as specified and as directed. Note :- (i) One light point circuit of 03 lights controled by one MCB (ii) FLP junction box, Flexible conduit, inspection elbow and MCB/DB shall be measured and paid separately under appropriate item of BOQ).

Material and labour for surface type Flame proof Point wiring (using red, black and green colour wires as colour coding for single phase circuits) complete with 1.5 Sqmm (nominal cross section area) FRLSH PVC insulated unsheathed and multi strand copper conductor cable 1100 volt (ISI marked) for Phase, netural and for continues as earth wire connected to earth dolly etc. drawn through and including flame proof rigid stove enamelled black ERW conduit minimum 20mm dia with all flame proof fittings and accessories i.e. flame proof joint, pipe bend, union, reducer, nipple, pipe hook, Screws, GI saddles, clamps, connectors etc, for light/fan points including making good disturbed surfaces of walls/ceiling/floors etc. by using CM (1:3) complete all as specified and as directed. Note :- (i) One light point circuit of 04 lights controled by one MCB (ii) FLP junction box, Flexible conduit, inspection elbow and MCB/DB shall be measured and paid separately under appropriate item of BOQ).

Material and labour for surface type Flame proof Point wiring (using red, black and green colour wires as colour coding for single phase circuits) complete with 1.5 Sqmm (nominal cross section area) FRLSH PVC insulated unsheathed and multi strand copper conductor cable 1100 volt (ISI marked) for Phase, netural and for continues as earth wire connected to earth dolly etc. drawn through and including flame proof rigid stove enamelled black ERW conduit minimum 20mm dia with all flame proof fittings and accessories i.e. flame proof joint, pipe bend, union, reducer, nipple, pipe hook, Screws, GI saddles, clamps, connectors etc, for light/fan points including making good disturbed surfaces of walls/ceiling/floors etc. by using CM (1:3) complete all as specified and as directed. Note :- (i) One light point circuit of 05 lights controled by one MCB (ii) FLP junction box, Flexible conduit, inspection elbow and MCB/DB shall be measured and paid separately under appropriate item of BOQ).

Supply and fixing Flameproof junction box LM6 protection, 3 way including FLP plug as required and accessories suitable for 20mm ERW pipe in wiring complete all as specified and as directed by Engineer-in-charge.

Supply and fixing Flameproof junction box LM6 protection, 4 way including FLP plug as required and accessories suitable for 20mm ERW pipe in wiring complete all as specified and as directed by Engineer-in-charge.

Supply and fixing Flameproof flexible metalic hose conduit pipe of size 20mm x 300mm long, heavy duty complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing Flameproof insepction elbow protection suitable for fixing with ERW conduit 20mm dia in wiring complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing CMRI certified flame proof DB die cast aluminium alloy (LM-6) Gas group of IIA, IIB and IIC, SPN 8 way, 240 Volts, operated externally spring type knob complete with cable entry to suitable incomming/out going cable with cable glands suitable for hazardous area and confirming to IS-2147/62, neoprene gasket, pre-wired, DB tobe fixed flush to wall surface, including flame proof MCB as under including taking down old DB with fittings complete all as specified and as directed. (a) MCB single pole & neutral 16 Amps, 10 KA rupturing capacity, curve 'B' - 01 No (Incoming) (b) MCB single pole 1-5 Amps, 10 KA, curve 'B'- 06 Nos (Outgoing)

Supply and fixing in replacement CMRI certified flameproof 40 Watt LED bulk head luminaire recommended for Gas/Vapour group of IIA & IIB and zone 1 & 2, die cast aluminium housing with heat resistant toughened glass/dome glass, external reflector, pre coated electronic type luminaire with inbuilt electronic driver, internally pre-wired, complete with all other accessories and including making electric connection connecting with twin core twisted flexible copper conductor cable and connector block, tobe fixed flush to wall surface complete all as specified and as directed by Engineer-in-Charge. Specification for LED luminaire (a) Lumen system efficacy of luminaire should be minimum 110 Lumen per watt. (b) Input Voltage range : 140 to 270 volts (c) Temp operating range : Minus 10°C to Plus 50°C (d) Power factor : Minimum 0.95 (e) THD : Max10%. (f) IP rating : IP65. (g) CRI : Morethan 80 (h) CCT : 6500 K. (i) LED Driver of the make as of the luminaire. (j) LED driver should be complete with all protections viz open/short circuit protection, over voltage protection, all as per standard design of manufacturer. (k) Surge protection minimum 4 kV (inbuilt )

Supply and fixing in replacement CMRI certified flameproof 15 Watt LED bulk head luminaire recommended for Gas/Vapour group of IIA & IIB and zone 1 & 2, die cast aluminium housing with heat resistant toughened glass/dome glass, external reflector, pre coated electronic type luminaire with inbuilt electronic driver, internally pre-wired, complete with all other accessories and including making electric connection connecting with twin core twisted flexible copper conductor cable and connector block, tobe fixed flush to wall surface complete all as specified and as directed by Engineer-in-Charge. Specification for LED luminaire (a) Lumen system efficacy of luminaire should be minimum 110 Lumen per watt. (b) Input Voltage range : 140 to 270 volts (c) Temp operating range : Minus 10°C to Plus 50°C (d) Power factor : Minimum 0.95 (e) THD : Max10%. (f) IP rating : IP65. (g) CRI : Morethan 80 (h) CCT : 6500 K. (i) LED Driver of the make as of the luminaire. (j) LED driver should be complete with all protections viz open/short circuit protection, over voltage protection, all as per standard design of manufacturer. (k) Surge protection 4 kV (inbuilt )

Supply and fixing Earth continuity conductor or main earthing lead fixed along wall, recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required 4mm dia galvanised iron wire complete all as specified and as directed.

Subtotal

M/s Kataria Construction Company

ASHISH JINDAL BUILDERS PVT. LTD.

City Promoter and Buildwell Pvt. Ltd.

M K ENGINEERS CO.

M/s Jatindra Construction Company

A.V BUILDERS

VIJAY JINDAL BUILDERS PVT LTD