CONSTRUCTION OF D.N SINGHA STADIUM (PWSS)

Installation of Deep Tube Well (Size-150mmx150mm) by Rotary Rig Boring 8.1.1. Preparation of site for placement of drilling rig, including excavation of mud pit etc circulation drain,collection chamber etc. all complete as directed.

8.1.2. Movement of Rig from the Divisional Head Quarter to the drilling site including cost of POL all complete as directed.

8.1.3. Transportation of all ancillary equipments, camp materials, welding set, rig accessories etc. from the Divisional Head Quarter to worksite and including cost of POL all complete as directed. b] Beyond 100m distance from Divisional Head Quarter

8.1.4. Transportation of all store materials like pipes, bentonite clay etc. from the Divisional Head Quarter to worksite and including cost of POL all complete as directed. b] Beyond 100 m distance from Divisional Head Quarter

8.1.5. Transportation of Air Compressor from the Divisional Head Quarter to the drilling site with all accessories incl. cost of POL all complete as directed. b] Beyond 100m distance from Divisional Head Quarter

8.1.6. Transportation of of POL all complete as directed b) Beyond 100m distance from Divisional Head Quarter.

8.1.7. Construction of temporary accomodation and low cost sanitary facility for drilling staff including cost of camp materials viz, cots, tables, chairs, utensils, dresses, safety helmets etc. and dismantling the accomodation after completion of the work all complete as directed.

8.1.8. Providing water supply facilities at drilling site all complete as directed a) By installing 1 No. SHP

8..18. Providing water supply facilities at drilling site all complete as directed b) By installing 1 No. 5 HP dewatering pump

8.2.1. Boring in soft soil / normal clay / sandy soil by bit of size either 5 5/8" or 6 7/8" or 7 7/8" and collecting sample of soil at every 3.0 m depth or wherever there is a change of strata in sample boxes with the distinguishing marks including arranging and carriage of necessary boring materials/tools etc. and withdrawing the drill pipe for lowering well assembly etc all complete as directed.

8.2.2. Boring in hard soil / pebble / gravel by bit of size either 5 5/8"or 6 7/8" or 7 7/8" and collecting sample of soil at every 3.0 m depth or wherever there is a change of strata in sample boxes with the distinguishing marks including arranging and carriage of necessary boring materials / tools/bentonite etc. and withdrawing the drill pipe for lowering well assembly etc all complete as directed.

8.2.3. Reboring in soft soil/normal clay/sandy soil by bit of size either 8 1/2" or 9 5/8" or 12" from either 5 5/8" or 6 7/8" or 7 7/8" all complete as directed.

8.2.4.. Reboring in hard soil / pebble / gravel by bit of size either 8 1/2" or 9 5/8" or 12" from either 5 5/8" or 6 7/8" or 7 7/8" all complete as directed.

8.2.5.. Reboring in soft soil / normal clay / sandy soil by bit of size either 14" or 16" or 18" from either 8 1/2" or 9 5/8" or 12" all complete as directed.

8.2.6.. Reboring in hard soil / pebble / gravel soil by bit of size either 14" or 16" or 18" from either 8 1/2" or 9 5/8" or 12" all complete as directed.

8.5.1. Extraction of drilling pipes / bits against skin friction at the end of each day and after completion of the operation including washing of the bore hole all complete as directed.

8.5.3. Lowering/sinking of well assembly including welding of pipe joints for 150 mm. dia. MS casing pipe, strainer all complete as directed.

7.1.14 Labour charge for sinking, lowering, fitting, fixing in position of 150 mm dia U.P.V.C. pipe assembly comprising of strainer, pipes and cone in potable water bearing strata, washing the bore well etc. and supplying necessary jointing materials including carriage of materials and cleaning and priming the tube well all complete as directed. (a) For 0 to 50 m depth

7.1.14 Labour charge for sinking, lowering, fitting, fixing in position of 150 mm dia U.P.V.C. pipe assembly comprising of strainer, pipes and cone in potable water bearing strata, washing the bore well etc. and supplying necessary jointing materials including carriage of materials and cleaning and priming the tube well all complete as directed. (b) For 50 to 100 m depth

7.1.14 Labour charge for sinking, lowering, fitting, fixing in position of 150 mm dia U.P.V.C. pipe assembly comprising of strainer, pipes and cone in potable water bearing strata, washing the bore well etc. and supplying necessary jointing materials including carriage of materials and cleaning and priming the tube well all complete as directed. (c) For beyond 100 m depth

8.5.6. Supplying and packing pea gravel around the periphery of casing including screening, washing etc. all complete as directed.

8.5.5. Developing of the DTW with air compressor, Make - Kirlosker/ Cumins all complete as directed.

NS 2 Nos. M.S. Clamp

6.2.1 G.I. Socket (k) 150mm

5.3 U.P.V.C. Casing Pipes (IS : 12818/1992) (f) 150 mm dia

5.2 U.P.V.C. Ribbed Screen Pipe (f) 150 mm dia

Supplying , fitting,fixing 80 mm Dia Raw water pumping main 9.1.1. Earth work in excavation in foundation trenches including refilling the quantity as necessary after completion of works of pipe line dressing, ramming, watering etc. and removal of surplus earth with 50 m lead and lift up to 1.5 m all complete including dewatering as directed including bailing out water where necessary. (a). In ordinary soil

9.2.4. Labour charge for carrying laying and fixing G.I. pipes complete with G.I. fittings specials with jointing materials and supplying the jointing materials all complete as directed excluding trenching and refilling of earth (external work). (h) 80 mm dia

9.6.4. Labour charge for carrying providing and fixing full way wheel valve of approved quality with supplying jointing materials all complete as directed. (h) 80 mm dia

5.1 G.I. Pipes (Medium Class) (h) 80 mm dia

6.2.1 G.I. Socket (h) 80mm

6.2.2 G.I. Union Socket (h) 80mm

6.2.4 G.I. Bend (h) 80mm

6.2.3 G.I. Threaded Flange (h) 80mm

6.2.5 G.I. Elbow (h) 80mm

6.2.21 G.I. NIPPLE (225mm long) (h) 80mm

6.3.8 CAST IRON NON-RETURN VALVE FLANGED TYPE (ZOLOTO or Equivalent) Conforming to IS:5312:1984 Part-I Swing type with Natural Rubber Flap, Flanges Drilled to IS:1538 PN-1.0 (c) 80mm

2.3 Bolts & Nuts (For 35(N)) (d) For 80 mm dia pipe

2.2 3 mm thick rubber insertion (For 35(N)) (d) For 80 mm dia pipe

Supplying and installation of Raw water pump set with necessary fittings 18.3. (A) Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Jockey Pump) (B) Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS: 1520. (C) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS: 325. (D) M.S.fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. (E) Suitable cement concrete foundation duly plastered and with anti vibration pads. 18.3.4 300 lpm at 88 m Head

Construction of 4 Sqm Rapid sand filter 2.1. Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 2.1.1. All kinds of soil

4.1.2A . 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 25%).

11.1. Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 11.1.2. 1:6 (1cement : 6 coarse sand)

5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6. Thermo-Mechanically Treated bars of grade Fe-500D or more.

4.3. Centering and shuttering including strutting, propping etc. and removal of form work for 4.3.1. Foundations, footings, bases for columns

5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts

5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.3. Suspended floors, roofs, landings, balconies and access platform

5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.2. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

4.20.. Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. 4.20.1. All works upto plinth level : 4.20.1.4.Concrete of M25 grade with minimum cement content of 300 kg /cum

4.20 Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 4.20.2. All works above plinth and upto floor V level 4.20.2.4. Concrete of M25 grade with minimum cement content of 300 kg /cum

6.3. Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : 6.3.1. With F.P.S.(non modular) bricks

13.12. 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge.

9.48. Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete 9.48.2. Fixed to openings /wooden frames with rawl plugs screws etc

13.41. Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1. New work (two or more coats) over and including water thinnable priming coat with cement primer

2.27. Supplying and filling in plinth with sand under floors, including watering, ramming consolidating and dressing complete

Construction of 20 Cu.M capacity Clear Water Underground Sump 2.1. Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on pl

an) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.1.1. All kinds of soil

4.1.2A . 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 25%).

11.1. Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 11.1.2. 1:6 (1cement : 6 coarse sand)

5.9. Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1. Foundations, footings, bases of columns, etc. for mass concrete

5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts

5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.3. Suspended floors, roofs, landings, balconies and access platform

5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.2. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers

5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.7. Stairs, (excluding landings) except spiral-staircases

4.20 Providing and laying in position ready mixed or site 4.20.. batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. 4.20.1. All works upto plinth level : 4.20.1.4. Concrete of M25 grade with minimum cement content of 300 kg /cum

4.20 Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement 4.20.2. All works above plinth and upto floor V level 4.20.2.4 Concrete of M25 grade with minimum cement content of 300 kg /cum

5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6. Thermo-Mechanically Treated bars of grade Fe-500D or more.

7130 Rectangular shape 600x450 mm precast R.C.C. manhole cover with frame - L.D. - 2.5

13.12. 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge.

13.41. Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1. New work (two or more coats) over and including water thinnable priming coat with cement primer

9.48. Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete 9.48.2. Fixed to openings /wooden frames with rawl plugs screws etc

17.35 Providing and fixing soil, waste and vent pipes : 17.35.1 100 mm dia 17.35.1.1 Sand cast iron S&S pipe as per IS: 1729

Supplying , fitting,fixing of internal connection between TP & UGR 9.1.1. Earth work in excavation in foundation trenches including refilling the quantity as necessary after completion of works of pipe line dressing, ramming, watering etc. and removal of surplus earth with 50 m lead and lift up to 1.5 m all complete including dewatering as directed including bailing out water where necessary. (a). In ordinary soil

9.2.4. Labour charge for carrying laying and fixing G.I. pipes complete with G.I. fittings specials with jointing materials and supplying the jointing materials all complete as directed excluding trenching and refilling of earth (external work). (i) 100 mm dia

9.2.4. Labour charge for carrying laying and fixing G.I. pipes complete with G.I. fittings specials with jointing materials and supplying the jointing materials all complete as directed excluding trenching and refilling of earth (external work). (k) 150 mm dia

9.2.7. Labour charge for carrying and laying in position in trenches P.V.C. pipes with specials in lines and level including cutting the pipes where necessary and providing joints to pipes and specials with jointing materials such as cement lubricant after roughening the surfaces including the cost of jointing materials and testing the joints all complete as directed (d) 75 mm dia

10.6.2. Making and Supplying of UPVC perforated laterals of 50mm dia and 60 cm long by making hole of 5mm dia at a spacing of 8 cm centre to centre in two lines at 60’ with the centre of the pipe and threading at both ends and supplying, fitting and fixing 40mm dia U.P.V.C. threaded End Plug at one end, the other end to be fitted with a UPVC threaded nipple of 75 mm long properly embedded in RCC cover slab all complete as directed.

10.2.2. Supplying and placing of filter sand of hard and resistant quartz, uniform size and shape free from dust, clay, soft grains, dirt and any other foreign materials includind inorganic salt and organic substance, washed and screened. Having uniformity coefficient between 1.3 to 1.7, effective size between 0.45 to 0.70mm, ignition loss not exceeding 0.7% by weight, soluble fraction in Hydrochloric acid not exceeding by 5% by weight, silica content not less than 90%, specific gravity between 2.55 to 2.65, wearing loss less than 3% as per IS: 1419 (Part-I):1977 all complete as directed.

10.2.1. Supplying and placing of filter gravel of uniform size and shape without flaxy shape free from dust , clay, soft grains, dirt and other foreign materials, washed and screened to different sizes as given below as per IS 8419 (Part-I) : 1977 all complete as directed. a) Size from 2 mm to 6 mm

10.2.1. Supplying and placing of filter gravel of uniform size and shape without flaxy shape free from dust , clay, soft grains, dirt and other foreign materials, washed and screened to different sizes as given below as per IS 8419 (Part-I) : 1977 all complete as directed. b) Size from 7 mm to 12 mm

10.2.1. Supplying and placing of filter gravel of uniform size and shape without flaxy shape free from dust , clay, soft grains, dirt and other foreign materials, washed and screened to different sizes as given below as per IS 8419 (Part-I) : 1977 all complete as directed. c) Size from 13 mm to 25 mm

10.2.1. Supplying and placing of filter gravel of uniform size and shape without flaxy shape free from dust , clay, soft grains, dirt and other foreign materials, washed and screened to different sizes as given below as per IS 8419 (Part-I) : 1977 all complete as directed. (d) Size from 25 mm to 32 mm

5.1 G.I. Pipes (Medium Class) (k) 150 mm dia

5.1 G.I. Pipes (Medium Class) (i) 100 mm dia

10.2.1. Supplying and placing of filter gravel of uniform size and shape without flaxy shape free from dust , clay, soft grains, dirt and other foreign materials, washed and screened to different sizes as given below as per IS 8419 (Part-I) : 1977 all complete as directed. (e) Size from 33 mm to 40 mm

5.4 U.P.V.C.Pipes [Class-3 (6Kg/cm2)] (d) 75 mm dia (2.1/2") Metre 134.90

6.3.15 CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING (f) 150mm

6.3.15 CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING (d) 100mm

6.3.15 CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING (c) 80mm

6.2.1 G.I. Socket (k) 150mm

6.2.1 G.I. Socket (i) 100mm

6.2.21 G.I. NIPPLE (225mm long) (k) 150mm

6.2.21 G.I. NIPPLE (225mm long) (i) 100mm

6.2.4 G.I. Bend (k) 150mm

6.2.4 G.I. Bend (i) 100mm

6.2.3 G.I. Threaded Flange (k) 150mm

6.2.3 G.I. Threaded Flange (i) 100mm

6.2.3 G.I. Threaded Flange (h) 80mm

6.2.6 G.I. Reducing Socket (j) 150 x 100 mm

6.1.8 UPVC End Cap Threaded (g) 75mm

2.3 Bolts & Nuts (For 35(N)) (g) For 150 mm dia pipe

2.3 Bolts & Nuts (For 35(N)) (e) For 100 mm dia pipe

Bolts & Nuts (For 35(N)) (d) For 80 mm dia pipe

2.2 3 mm thick rubber insertion (For 35(N)) (g) For 150 mm dia pipe

2.2 3 mm thick rubber insertion (For 35(N)) (e) For 100 mm dia pipe

an) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.1.1. All kinds of soil

2.2 3 mm thick rubber insertion (For 35(N)) (d) For 80 mm dia pipe

5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Construction of 40 Cu.M Capacity R.C.C.OHR with 16 M RCC staging 2.7 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.1.1. All kinds of soil

4.2.5. 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

4.20. Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. 4.20.1. All works upto plinth level : 4.20.1.4. Concrete of M25 grade with minimum cement content of 300 kg /cum

11.1. Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 11.1.2. 1:6 (1cement : 6 coarse sand)

4.20. Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. 4.20.2. All works above plinth and upto floor V level 4.20.2.4. Concrete of M25 grade with minimum cement content of 300 kg /cum

5.2. Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

5.9. Centering and shuttering including strutting, propping etc. and removal of form for 5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts

13.12. 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge.

5.9. Centering and shuttering including strutting, propping etc. and removal of form for 5.9.2. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

13.41. Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1. New work (two or more coats) over and including water thinnable priming coat with cement primer

5.9. Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers

13.8. Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

10.16. Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1. Hot finished welded type tubes

4.17. Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

4.17. Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

5.7 D.I. Pipe (Class K-9) + 20% special & 25% labour (d) 150 mm dia

5.7 D.I. Pipe (Class K-9) + 20% special & 25% labour (b) 100 mm dia

6.3.8 (PHE). CAST IRON NON-RETURN VALVE FLANGED TYPE (ZOLOTO or Equivalent) Conforming to IS:5312:1984 Part-I Swing type with Natural Rubber Flap, Flanges Drilled to IS:1538 PN-1.0 (f) 150mm

4.1.2A . 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 25%).

an) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.1.1. All kinds of soil

2.27. Supplying and filling in plinth with sand under floors, including watering, ramming consolidating and dressing complete

Installation of Chlorine dozer NS Supply, installation, testing and comissioning of electrically operated chemical dosing pump of 6 L capacity and 6 kg/cm2 complete with PVC solution mixing container and electrical wiring with panel board fitting and fixing at site with suction and discharge tubings. Standard Materials for construction 1. Housing :- Fiber reinforced plastic 2. Spacer & Head :- Poly propylene/UPVC 3. Diapharm :- Tefflon Faced Hupalon 4. Ball :- PTFE 5. Suction & discharge ball cartidge :- Poly propylene/UPVC 6. Suction & Discharge Tubings :- HDPE/LDPE 7. MS Fabricated stand for mixing container

Construction of pump House 2.1. Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 2.1.1. All kinds of soil

6.3. Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : 6.3.1. With F.P.S.(non modular) bricks

11.1. Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 11.1.2. 1:6 (1cement : 6 coarse sand)

4.20. Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. 4.20.2. All works above plinth and upto floor V level 4.20.2.4. Concrete of M25 grade with minimum cement content of 300 kg /cum

6.12. Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : 6.12.2. cement mortar 1:4 (1 cement : 4 coarse sand)

5.9. Centering and shuttering including strutting, propping etc. and removal of form for 5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts

5.22.Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6. Thermo-Mechanically Treated bars of grade Fe-500D or more.

5.9. Centering and shuttering including strutting, propping etc. and removal of form for 5.9.3. Suspended floors, roofs, landings, balconies and access platform

13.12. 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge.

13.41. Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1. New work (two or more coats) over and including water thinnable priming coat with cement primer

4.20.. Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. 4.20.1. All works upto plinth level : 4.20.1.3. Concrete of M20 grade with minimum cement content of 270 kg /cum

4.20. Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. 4.20.2. All works above plinth and upto floor V level 4.20.2.3. Concrete of M20 grade with minimum cement content of 270 kg /cum

9.48. Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete 9.48.2. Fixed to openings /wooden frames with rawl plugs screws etc

13.48. Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.2. Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr

/10 sqm of approved brand and manufacture

13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture

11.4 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete

12.13. Providing and fixing fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing accessories in all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers or with self drilling fastener and EPDM washer etc. complete: 12.13.5. Barge boards

9.5. Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) 9.5.1. Second class teak wood 9.5.1.1. 35 mm thick shutters

12.1. Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.1.3. 0.63 mm thick with zinc coating not less than 275 gm/ m²

9.1. Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). 9.1.2. Sal wood

10.16. Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1. Hot finished welded type tubes

9.95. Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 9.95.4. 100x63x4 mm

9.96. Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 9.96.2. 250x16 mm

9.100.. Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 9.100.1. 125 mm

9.97.2 . Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 9.97.2 250x10 mm

Supply and installation of Clear water pump set for OHR 18.3. (A) Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Jockey Pump) (B) Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS: 1520. (C) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS: 325. (D) M.S.fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. (E) Suitable cement concrete foundation duly plastered and with anti vibration pads. 18.3.6 300 lpm at 56 m Head

Supplying , fitting,fixing 100 mm dia Clear water pumping main 9.1.1. Earth work in excavation in foundation trenches including refilling the quantity as necessary after completion of works of pipe line dressing, ramming, watering etc. and removal of surplus earth with 50 m lead and lift up to 1.5 m all complete including dewatering as directed including bailing out water where necessary. (a). In ordinary soil

9.2.4. Labour charge for carrying laying and fixing G.I. pipes complete with G.I. fittings specials with jointing materials and supplying the jointing materials all complete as directed excluding trenching and refilling of earth (external work). 100 mm dia

9.6.1. Labour charge for carrying, placing in position, fitting and fixing C.I. sluice valve (with wheel & cap) C.I. reflex valve complete with supplying bolts and nuts, 3 mm thick rubber insertion sheet etc. (the tail pieces if required will be paid separately) all complete as directed (one valve and two flanged joints). 100 mm dia

5.1 G.I. Pipes (Medium Class) (i) 100 mm dia

6.2.1 G.I. Socket (i) 100mm

6.2.2 G.I. Union Socket (i) 100mm

6.2.4 G.I. Bend (i) 100mm

6.2.3 G.I. Threaded Flange (i) 100mm

6.2.5 G.I. Elbow (i) 100mm

2.3 Bolts & Nuts (For 35(N)) (e) For 100 mm dia pipe

2.2 3 mm thick rubber insertion (For 35(N)) (e) For 100 mm dia pipe

NS Sub Soil investigation at the proposed O.H.R. site

Supplying, Fitting, Fixing, Testing & Commissioning of Distribution Pipe Line along with construction Valve Chamber and Sluice Valves 18.12. Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 18.12.8 80 mm dia nominal bore

18.12. Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 18.12.7 65 mm dia nominal bore

18.12. Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 18.12.6 50 mm dia nominal bore

18.6. Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. 18.6.4 PN - 16 Pipe, 40 mm OD (SDR-7.4)

18.31. Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 18.31.1 100 mm diameter

18.34. Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

NS(GEM) Water Sprinkler for irrigating CAPTAIN 32 mm (o

uter diameter) of Class 3 (0.60 Mpa)

an) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.1.1. All kinds of soil

5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6. Thermo-Mechanically Treated bars of grade Fe-500D or more.

CONSTRUCTION OF 25 KVA S/S WITH 11 KVA LINE FOR PROVIDING SERVICE CONNECTION APDCL Construction of 11KVA Line and 25 KVA Sub-Station for service connection, Load Security, Line Security, Sub-Station Security etc.

5.9. Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1. Foundations, footings, bases of columns, etc. for mass concrete

5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts

Site Development 2.25 (a). Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

4.20 Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 4.20.2. All works above plinth and upto floor V level 4.20.2.4. Concrete of M25 grade with minimum cement content of 300 kg /cum

Installation of Chlorine dozer NS Supply, installation, testing and comissioning of electrically operated chemical dosing pump of 6 L capacity and 6 kg/cm2 complete with PVC solution mixing container and electrical wiring with panel board fitting and fixing at site with suction and discharge tubings. Standard Materials for construction 1. Housing :- Fiber reinforced plastic 2. Spacer & Head :- Poly propylene/UPVC 3. Diapharm :- Tefflon Faced Hupalon 4. Ball :- PTFE 5. Suction & discharge ball cartidge :- Poly propylene/UPVC 6. Suction & Discharge Tubings :- HDPE/LDPE 7. MS Fabricated stand for mixing container

Construction of pump House 2.1. Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 2.1.1. All kinds of soil

Construction of compound fencing around the T.P site 2.1. Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.1.1. All kinds of soil

13.12. 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge.

13.41. Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1. New work (two or more coats) over and including water thinnable priming coat with cement primer

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 4.1.2A . 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 25%).

4.3. Centering and shuttering including strutting, propping etc. and removal of form work for 4.3.1. Foundations, footings, bases for columns

4.20.. Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. 4.20.1. All works upto plinth level : 4.20.1.4. Concrete of M25 grade with minimum cement content of 300 kg /cum

16.71. Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.

10.16. Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1, Hot finished welded type tubes

Internal Electrification of Raw cum Clear Water Pump House 1.1 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1.1.1 Group A

1.1 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1.1.2 Group B

1.2Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, 2 way piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.

1.6 Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

1.27 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1.27.2 3 Module (100mmX75mm)

1.24 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1.24.1 5/6 A switch

1.24Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1.24.3 15/16 A switch

1.24 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1.24.5 6 pin 15/16 A socket outlet

10.16. Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1, Hot finished welded type tubes

1.35 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required.

1.41 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required.

1.44 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required.

1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.

14.13 Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required 14.13.1 50 mm dia

1.34 Supplying and fixing brass batten/ angle holder including connection etc. as required.

5.2 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.

External electrification (Campus Lighting) 11.1. Erection of RCC/ PCC pole of following length in brick ballast and ramming the foundation, finishing with 150mm thick cement concrete (1:3:6) layer on top with including excavation and refilling etc as required. 11.1.2. Above 6.5 metre and upto 8.0 metre

11.6. Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required. 11.6.2. 40 mm dia

12.13. Supplying and erection of galvanised 'D' iron clamps complete with shackle insulator (75 mm X 90 mm),G. I. bolts, nuts and washers, coach screws etc. as required.

12.34. Supplying and fixing of 32 mm dia X 2.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV / HPSV street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required.

1.14. Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 1.14.9. 4 X 6 sq. mm + 2 X 6 sq. mm earth wire

2.1. Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required.63 A TP&N

7.1. Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand

cushioning, protective covering and refilling the trench etc as required. 7.1.3. Upto 35 sq. mm

Trial Run NS Trial run including training of operation and maintance staff

T & P materials 3.2 CHAIN PIPE WRENCH IS : 4123 1986 (b) 1000 mm long suitable for 150mm pipe

3.3 ADJUSTABLE SPANNERS IS: 6149-1984 (d) 255mm long

3.3 ADJUSTABLE SPANNERS IS: 6149-1984 (g) 445mm long

3.4 MISCELENEOUS TOOLS (a) Connector Screw Driver 901 (Taparia)

3.4 MISCELENEOUS TOOLS (b) 200mm Screw Driver 825 (Taparia)

3.4 MISCELENEOUS TOOLS (e) 800gm Ball Pane Hammer (Taparia)

3.4 MISCELENEOUS TOOLS (g) Hacksaw Frame with Blade

3.4 MISCELENEOUS TOOLS (h) 12" Flat rough File (Scissors make)

3.4 MISCELENEOUS TOOLS (f) 1" Cold chisel

3.4 MISCELENEOUS TOOLS (i) 12" Half Round File (Scissors make)

11.1. Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 11.1.2. 1:6 (1cement : 6 coarse sand)

5.9. Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers

6.8.13 Steel Wire Rope Lube (IS:2266) (a) Wire Rope Lube

6.8.16 Measuring Tape (a) Engineering Long Steel 9.5mm 10m