Hatigaon Sewali Path PWSS

Amount

8.1.1 Preparation of site for placement of the drilling rig including excavation of mud pit, circulation drain, collection chamber etc. all complete as directed.

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

8.1.3Transportation of all ancillary equipments, camp materials, welding set, rig accessories etc. from Divisional Head Quarter to worksite to and fro including cost of P.O.L. all complete as directed. (a)Upto 100.00 KM distance from Divisional H.Q

8.1.4 Transportation of all store materials like pipes, strainer, cone, socket, clamp, bentonite etc. from Divisional Head Quarter to worksite to and fro including cost of P.O.L. all complete as directed. (a)Upto 100.00 KM distance from Divisional H.Q

8.1.6 Transportation of P.O.L. all complete as directed.

8.1.7 Construction of temporary accommodation 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 accommodation 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 Nos. of Singur hand pump

8.3.1 Drilling with drill bit in overburden portion of soil formation including collection of soil sample at every 3.0 m depth wherever there is a change of strata in sample boxes with distinguishing marks upto the depth of rock formation and withdrawing the drill bit for lowering casing as directed with 245mm to 300 mmm dia drill bit

8.3.2 Casing/sinking / lowering of 200 mm dia MS pipe including cost of pipe and labour charge for casing, welding of joint by welding machine and sinking by drilling rig in portion all complete as directed by department.

8.3.3 Drilling with drilling rig using D.T.H. in all kinds of rock formation including collection of sample at every 3.0 m depth of boring or wherever there is a change of strata in sample boxes with distinguishing marks upto a required depth of boring along with breaking rock fracture for desired discharge, withdrawing drilling rod and finishing the borehole by ramming upto a reqired dia upto the bottom and washing the well as per direction of the department all complete including testing of yield and drawdown of SWL of the DTW in presence of Engineer / incharge with submission of all report and lithology of the well as directed by the department.

8.5.4 Lowering / sinking of well assembly including welding of pipe joints for 200 mm. dia. G.I./ M.S. casing pipe, strainer 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.

8.5.5 Developing of the D.T.W. with air compressor, Make- Kirloskar / Cumins all complete as directed.

10.1.3 Supplying, fitting, fixing MS clamp of size 15 mm thick and 150 mm width having projection of 300 mm and three holes of 20 mm dia for clamping the plates by 16 mm dia hexagonal bolts of length 75 mm and nuts on both sides encircling the column pipe including two coat of enamel paint over one priming coat of different dia all complete as directed and specified (b) 150 mm Dia

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. 1 x (a)30.00 m x 0.60m x 1.00m=18.00 Cu.M 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 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. 80 mm dia

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

6.2.1 G.I. Socket (h)80 mm dia G.I socket

6.2.2 G.I. Union Socket (h) 80mm dia G.I union socket

6.2.4 G.I. Bend (h) 80 mm dia G.I Bend

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

6.2.5 G.I. Elbow (h) 80 mm dia G.I Elbow

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

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) 80 mm dia N/R valve

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

3. Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable for automatic operation and consisting of following complete in all respect as required. Horizontal type, multistage centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520 Suitable HP requirel cage induction motor TEFC type suitable for operation on 415 volt 3 phase 50 HZ AC supply with IP 55 class of protection of enclouser, horizontal foot mounted type with class F insulation conforming to IS 325 MS febricated common base plate, coupling, coupling guard, foundation bolt etc, as required. Suitable cement concrete foundation duly plastered and with anti vibration pad 3.1 180 lpm at 88 m head

18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 18.9.5 40 mm nominal dia of pipe

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. 2.7.1 Ordinary rock

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

4.20.2 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

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 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

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. 2.7.1 Ordinary rock

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 work for 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts

5.9 Centering and shuttering including strutting, propping etc. and removal of form work 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 work 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. 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

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

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

2.7 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. 1 x 1 x 18.00 m x 0.60m x 0.90m-9.72 Cu.M 2.7.1 Ordinary rock

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) 150 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

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) 80 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 100mm dia Qnty- 1 x 18.00m=18.00 M

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 150mm dia Qnty= 1 x 15.00m =15.00 M

9.2.7 Labour charge for carrying and laying in position in trenches P.V.C. pipes with specials 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 75 mm dia Qnty= 1 x 15.00m=15.00 M

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 esistant 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 1.3 to 1.7, uniformity coefficient between 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. Qnty= 2 x 1.65 m x 1.25 m x 0.60m -2.475 Cu.m

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 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 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 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 different sizes as given below as per IS 8419 (Part-I) : 1977 all complete as directed. d) Size from 25 mm to 32 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 different sizes as given below as per IS 8419 (Part-I) : 1977 all complete as directed. e) Size from 32mm to 40 mm

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

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

5.4 U.P.V.C.Pipes [Class-3 (6Kg/cm2)] d)75 mm dia PVC pipe

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)100 mm dia CIDE S/valve

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

6.2.1 G.I. Socket 150 mm

6.2.1 G.I. Socket (i) 100mm

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

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

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 mm dia PVC E/cap

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

2.3 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

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

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

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. 2.7.1 Ordinary rock

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)

4.1.2A 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%).

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

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 5.9.6 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, but

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 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. 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

Market Providing fitting and fixing 450 mm dia. 90 mm thick C.I Man hole cover and frame of 58 kg. weight complete as directed and specified

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

Market Supplying, fitting & fixing in position 100mm dia, Gl air vent pipes of about 1.00m high fitted with necessary bend etc. over top slab, complete in all respects as directed

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

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

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

N/S .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

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 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts

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

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

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 : 6.12.1 Cement mortar 1 : 3 (1 cement : 3 coarse sand)

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

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 tr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture

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

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

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 vertical / curved surface fixed with polymer coated J L hooks, bolts and nuts 8 mm diameter with bitumen and G.1. 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 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. 10.16.1Hot 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. 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 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

3 Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable for automatic operation and consisting of following complete in all respect as required. Horizontal type, multistage centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520 Suitable HP requirel cage induction motor TEFC type suitable for operation on 415 volt 3 phase 50 HZ AC supply with IP 55 class of protection of enclouser, horizontal foot mounted type with class F insulation conforming to IS 325 MS febricated common base plate, coupling, coupling guard, foundation bolt etc, as required. Suitable cement concrete foundation duly plastered and with anti vibration pad 3.1 180 lpm at 88 m head

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. 1 x 50.00 m x 0.60m x 1.00m=15.00 Cu.M 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 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). (b) 100 mm dia

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

6.2.1 G.I. Socket i) 100 mm dia

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

6.2.4 G.I. Bend i) 100 mm dia

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

6.2.5 G.I. Elbow i) 100 mm dia

6.2.6 G.I. Reducing Socket (h) 100 x 80 mm

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

6.2.6 G.I. Reducing Socket g) 80 mm x 65 mm

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. 2.7.1 (a) Ordinary soil Ordinary rock

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) (h)80 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) (g)65 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) (f)50 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). (b) 100 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)80mm

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. (g) 65 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. (f) 50 mm dia

9.6.6 Labour charge for carrying, fitting and fixing C.I. double air valve complete with supplying bolts, nuts 3 mm thick rubber insertion etc. all complete as directed. (a) 50 mm dia

10.5.1 Cost Of Labour Labour charge for making bore hole horizontally across road or embankment for crossing distribution pipe line including fitting fixing of G.I. casing pipe of required dia excluding the cost of pipe all complete as directed by the deptt 150mm dia

5.1 G.I. Pipes (Medium Class) (k) 150 mm dia GI pipe for casing

2.1 CONSTRUCTION MATERIALS (b) Bhaluka Bamboo

2.1 CONSTRUCTION MATERIALS d) Coconut Rope

iv) Tools & Plants

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 Qnty= 27.50m x3.35 m x 1.85 m =170.68 cum

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. 2.7.1Ordinary rock

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)

4.1.2A 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%).

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-

5.9 centering and shuttering including strutting, propping etc. and removal of form work for 5.9.1 foundation, footing, bases for columns

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

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

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) : With F.P.S.(non modular) bricks

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 : 6.12.1 Cement mortar 1 : 3 (1 cement : 3 coarse sand)

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

10.1 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

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

13.52 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. 13.52.1 On steel work

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

12.11 Supplying of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) cross arm for 4 wire over head line complete with clamps, bolts, nuts and washer etc including drilling of holes for insulator pins etc (as per drawing) and painting with primer and finished paint as required

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

12.35 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. 2.1.2 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

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

1.1 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. 1.1.3 Group C

1.2 Wiring 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

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

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 Plate and cover in front on surface or in including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections 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.

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 50 mm dia

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

Earthing with copper earth plate 600 mm X 600 mm X 3 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.

T & P materials

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. 2.7.1 Ordinary rock

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)

6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

5.12 Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings,bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 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).

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.

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.

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)

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.

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

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. 12.1.1 1.00 mm thick with zinc coating not less than 275 gm/m²

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

9.55 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete : 9.55.1 125x65x2.12 mm

9.62 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete: 9.62.2 250x16 mm

9.63 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 9.63.1 250x10 mm

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

13.50 Applying priming coat: 13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)

18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 100mm dia

2.2 Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : 2.2.1 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)

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

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

NS Painting one coat including priming coat in the plain sheet,cleaning the surface of all dirt,dust and other foreign matter and lettering as per formate prescribed by the deptt.Including hanging the wall as directed and specified.

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)

4.1.2A 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%).

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.

Power Connection

NS.Trial run including training of operation and maintance staff

Cost of meter house connection (220 nos)