Construction of Sainik School Goalpara PWSS under SOPD-G for the year 2024-25

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.

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

8.1.3 Transportation 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.

8.1.5 Transportation of air compressor from the Divisional Head Quarter to the drilling site with all accessories including cost of P.O.L. all complete as directed. 8.1.6 Transportation of P.O.L. 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

8.1.7 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. Providing water supply facilities at drilling site all complete as directed. (a) By installing 1 Nos. of Singur hand 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 / bentonite 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 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.

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

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

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

5.3 150 mm dia UPVC Casing pipe

5.2 150 mm dia ribbed screen

4312 ( CPWD-2022 E & M ) Electrican Driven Pressurisation pump ( Jockey Pump) 300 LPM at 70 m head

39.8.6 APWD SOR ( E and M) Fully Automatic citation Star delta Starter ( Crompton Greaves/ Control & Switch Gear/ BCH/ L& T / Siemens make) for 13 - 20 A 3 to 15 HP motor.

1936( CPWD SOR) Gunmetal non-return valve-horizontal (screwed end) 50 mm dia

3.9.14(aphe)2015-26 PVC 3 CORE FLAT SUBMERSIBLE CABLES TO IS:694/1990 (c) 4sqmm (56/0.30)

8641 (CPWD SOR 2021)Chlorinated Polyvinyl - chloride (CPVC) pipe 50 mm nominal dia

6.8.14 APHE (2015-16)PVC 3 CORE FLAT SUBMERSIBLE CABLES TO IS:694/1990 (c) 4sqmm (56/0.30)

18.3.5 Supplying, installatlon, testing and commissioning of electric driven pressurlsatlon pump suitable for automatic operation and consisting or following, complete In al respects, as required : M.S.fabricated Common base plate, coupllng, coupling guard, foundatlon bolts etc. as required.SuitabIe cement concrete foundation duly plastered and with anti vibration pads 900 Ipm at 40 m Head( 12.5 HP)

39.8.6 APWD SOR ( E and M) Fully Automatic citation Star delta Starter ( Crompton Greaves/ Control & Switch Gear/ BCH/ L& T / Siemens make) for 13 - 20 A 3 to 15 HP motor.

NS. Supplying, fitting, fixing, testing and commissioning of GI Pipe for RWPM. 80MM DIA

NS. Supplying, fitting, fixing, testing and commissioning of GI Pipe for CWPM. 100 MM DIA

2.6 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-in?charge. 2.6.1(CPWD) All kinds of soil

4.1.6 (CPWD) 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) (a). In prop. 1:3: 6 (1 cement:3 coarse sand : 6 coarse agg. by volume (using mixture machine)

5.22 A(CPWD) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more

5.22A.1 Mild steel and Medium Tensile steel bars

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

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers

5.9.3 Suspended floors, roofs, landings, balconies and access platform

5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

5.9.7 Stairs, (excluding landings) except spiral-staircases

5.33(CPWD) Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum

5.33.2.1 (C)Concrete of M25 grade with minimum cement content of 330 kg /cum

5.2.2(CPWD) (A) 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)

6.2 (CPWD)Brick work with common burnt clay modular bricks of class designation7.5 in foundation and plinth in: (I) In sub-structure up to plinth level including dewatering if necessary 6.2.1 (b). In proportion 1:4. Cement mortar

13.3(CPWD) 20 mm cement plaster of mix : 13.3.1 1:4 (1 cement: 4 fine sand)

13.46 (CPWD) 13.46.1 einishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

3.1.1(s an)13- 14 Supplying fitting fixing G.I pipes of following sizes, with all necessary "R" brand or similar approved G.I fittings such as bend, tee, elbow,reducer, nipple, plug, long screw fitting, H.W clamp etc.complete at all levels including below G.L as directed and specified.

9.1.1 (APHE) 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 1 x 18.00 m x 0.60m x 0.90m=9.72 Cu.M In ordinary soil

9.2.4 (APHE) 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

k) 150 mm dia Metre 92.3

9.2.7 (APHE) 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 75 mm dia

(CPWD 2021)8.33.1Constructing masonry Chamber 60x60x75 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

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.

25.12 (APWD)Providing precast R.C.C slab over drain ,septic tank etc. in prop. 1:2:4 reinforced with 10mm M.S. bar @ 150mm centre both ways tying with 20 gauge black annealed wire with necessary shuttering , curing etc. complete including fixing in position as directed. b) 75mm thick slab

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

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

b) Size from 7 mm to 12 mm

c) Size from 13 mm to 25 mm

d) Size from 25 mm to 32 mm

(e) Size from 33 mm to 40 mm

5.1.k 150 mm dia G.I pipe

5.1.i 100 mm dia G.I pipe

5.4.d 75 mm dia UPVC pipe

6.3.15.f 150 mm dia CIDE S/valve

6.3.15.d 100 mm dia CIDE S/valve

6.2.1 150 mm dia G.I Socket

6.2.1 100 mm dia G.I Socket

6.2.21 150 mm dia G.I nipple, 225 mm long

6.2.21 100 mm dia G.I nipple, 225 mm long

6.2.4 150 mm dia G.I Bend 90

6.2.4 100 mm dia G.I Bend 90

6.2.3 150 mm dia G.I Flange

6.2.3 100 mm dia G.I Flange

6.2.6 150 x 100 mm dia G.I reduceing socket

6.1.8 75 mm dia UPVC E/cap

2.3 g) Nuts & Bolts 150 mm dia

2.3 e) Nuts & Bolts 100 mm dia

2.3 (d) Nuts & Bolts 80 mm dia

2.2 (g)150 mm dia

2.2 e) 100 mm dia

2.6.1 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-in charge.

4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)

5.22A (CPWD) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more

5.9 Centering and shuttering including strutting, propping etc. and removal of form 5.9.1Foundations, footings, bases of columns, etc. for mass concrete raft and mass concrete work. (ii) Using 25mm thick plank

5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (ii) Using 25mm thick plank

5.9.3 Suspended floors, roofs, landings, balconies and access platform

5.33.2 (B) Superstrucure from plinth level upto 1st floor level 5.33.2.2 Concrete of M30 grade with minimum cement content of 350 kg /cum

13.2 15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand

13.46 Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

APHE( 2015-2016) 5.1 G.I. Pipes (Medium Class) (i) 100 mm dia

6.2.4 G.I. Bend (i) 100mm

N/S Construction of ESR of different capacities for a minimum 70 KN/sqm SBC of soll (SBC is to be determined as per a separate item) with RCC staging of 20 m height including earthwork in excavation for foundation including refilling (return filling) the quantity as necessary after completion of work; RCC works; plastering, painting, underdrainage works in filter beds; placing the filter materials in two rapid gravity sand filters; construction of aeration system; various pipes; e.g. inlet, outlet, overflow pipes, wash water pipes, vent pipe and sluice valves as required; aviation lamp: lightening arrestor, MS ladder, all formworks including cantering, shuttering, scaffolding; all materials and labour as per approved drawings and specifications all complete as directed in the jurisdiction of different divisions of PHED, Assam with the following main components: 1) Aeration System at 10 m level.2) Gravity type Rapid Sand Filter with 1 working and 1 stand by bed at 3 m level.3) Pump House at the Ground Floor4) Water tank made of food grade virgin Plastic (ISI marked) at 20 m level conforming to IS 12701: 1996. 200 KL

Construction of 11KVA Line and 25 KVA Sub-Station for service connection, Load Security, Line Security, Sub-Station Security etc. (Estimate enclosed)

5.22 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. a) From Primary Producer- TATA/SAIL/India Steel/Shyam Steel/ RINL. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more

5.22.A.1 Mild steel and Medium Tensile steel bars 6 mm dia. Reinforcement

6.8 Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level. (A) 112 mm thick brick wall- (a) In cement morater in prop 1:4 In Sub Structure (Long & Short Wall)

In Super Structure (Long & Short Wall)

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 (a) Using 38mm thick plank For Footing (Columns, Pillars, Posts & Strut)

5.9.1 (a) Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face (i) Using 38mm thick plank For Column up to plinth For Column from GL to Roofing, Total Qty

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers (a) For depth not exceeding 1.0M.

5.9.3 Suspended floors, roofs, landings, balconies and access platform (a) Floors etc. upto 200mm in thickness. (i) Using 38mm thick plank

5.33 Providing and laying in position ready mixed or site batched design mixcement concrete for reinforced cement concrete work; using coarseaggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard settingof concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishingand reinforcement as per direction of the engineer-in-charge; for thefollowing grades of concrete. N) Without using admixture, plasticiser 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Total qty

Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level (N) Without using admixture, plasticiser- 5.1.3A 1:2:4 (1 cement : 2 coarse sand incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 4 graded stone aggregate 20 mm nominal size of Recycled Concrete Aggregate (RCA) upto 20%

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 a] With Sal Wood

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. II. Ornamental Grill a) Fixed to wooden frames.

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. b) Using other ISI marked approved circular hollow section Providing Circular Hellow Section (60.3X3.6)@5.23 Kg/rmt

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, Total Qty

13.2 15 mm cement plaster on the rough side of single or half brick wall of (a) Rough Side 13.2.1 1:4 (1 cement: 4 fine sand)

697 Anodised Aluminium sliding door bolt 250x16 mm Door

700 Anodised Aluminium tower bolt (barrel type) 200x10 mm( FOR 10 nos bolt amount is Rs 383 ) Door, Window Total Qty

704 Anodised Aluminium handles 100 mm with plate 150 x 32 mm (FOR 10 nos bolt amount is Rs 275 )

9.3.1 Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc. 9.3.2 Kiln seasoned and chemically treated hollock wood

Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board 12.45 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) Pump house room, Pump operator room

3071 Precoated/mill finish aluminium Barge board (Upto 200 mm) (along long wall & short wall)

13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) (Door, window, berge board, ceiling, ventilator) Total Qty

13.48.2 With ready mixed pink or Grey primer of approved braPainting 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 manufacturend and manufacture on wood work (hard and soft wood)

13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface Water thinnable cement primer

13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

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 (Pump house room & Pump operator house)

11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. Flooring to Pump House Room & Flooring to Pump Oprator Room

11.2 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) 11.20.1 Light shade pigment using white cement Total Qty

2.6 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-in charge. 2.6.1 All kinds of soil(footing of column, stair) Total qty

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 (a).Brick 1:6 (1cement : 6 coarse sand) on flat soling. (footing of column, stair) Total Qty

6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand)

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) Foundation of Column, Staps, Pump house room, Pump operator room) Total qty

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

1.2 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 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.

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.

1.34 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.

15.4 Supplying,Installaltion, testing and Commissioning of Astronomical time switch of following configration to be mounted in feder pillers /Lighting DBs for automatic switching on and off street light at sunset / Sunrises with manual over ride facility with 12/24 hour display formet with suitable battery and indication for relay status i/c programming at site complete as required 15.4.1 1 output per phase and suitable for single Phase only

N/S (A) Providing, laying , fitting & fixing of ISI marked GI (Medium Class) Pipe conforming to IS-1239 (pt-I) 2004 (with up to date amendment) including ISI marked GI specials and jointing material, cutting of pipe materials and necessary earthwork in trenching and refilling of earth and restore to its original condition including dressing, dewatering incuding bailing out water where necessary all complete and also necessary testings and commissioning as per direction of the department. a) 50 mm dia GI

N/S (A) Providing, laying , fitting & fixing of ISI marked GI (Medium Class) Pipe conforming to IS-1239 (pt-I) 2004 (with up to date amendment) including ISI marked GI specials and jointing material, cutting of pipe materials and necessary earthwork in trenching and refilling of earth and restore to its original condition including dressing, dewatering incuding bailing out water where necessary all complete and also necessary testings and commissioning as per direction of the department. b) 65 mm dia GI

N/S (A) Providing, laying , fitting & fixing of ISI marked GI (Medium Class) Pipe conforming to IS-1239 (pt-I) 2004 (with up to date amendment) including ISI marked GI specials and jointing material, cutting of pipe materials and necessary earthwork in trenching and refilling of earth and restore to its original condition including dressing, dewatering incuding bailing out water where necessary all complete and also necessary testings and commissioning as per direction of the department. c) 80 mm dia GI

N/S Providing, Laying, Jointing & field testing of DI pipes a) 160 mm dia HDPE

N/S Providing, Laying, Jointing & field testing of DI pipes b) 125 mm dia HDPE

N/S Providing, Laying, Jointing & field testing of DI pipes c) 100 mm dia HDPE

N/S Const. of Valve Chamber incl. Cost of Sluice Valves a) 80 mm dia

N/S Const. of Valve Chamber incl. Cost of Sluice Valves b) 100 mm dia

N/S Const. of Valve Chamber incl. Cost of Sluice Valves c) 125 mm dia

2.6 Earth work in excavation by mechanical means (Hydraulic xcavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in?charge. (A) Up to a depth of 2.00m below the existing ground level (a) In ordinary soil 2.6.1 Excavation for Foundation of Retaining Wall (LW,SW)

6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (a)Brick massonary 6.1.1 Construction of brick Masonry below GL (LW, SW)

6.3.1 Construction of brick Masonry below GL(LW, SW)

5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level 5.22.6 a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.

4.1.2 RCC M200 (1:1.5:3)For Foundation

4.22 RCC M200 (1:1.5:3)For Beam & Column above GL

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 (b) Using 25mm thick plank Form Work for Footing(Fencing & Gate Post)

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts (b) Using 25mm thick plank (fencing & gate post)

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers (b) Using 25mm thick plank Centering for Beam

6.12.2 Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 7.5 in foundations and plinth in : a) In prop 1:4

16.70 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. 16.70.1 Made of G.I. wire of dia 4 mm

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

13.2 15 mm cement plaster on the rough side of single or half brick wall of mix 13.2.1 a) In proporation 1:4 (on Rough side), Fencing inner side wall, Add for post of fencing

13.2.1 a) In proporation 1:4 (on Fair side) , Fencing outer side wall, Add for post of fencing and gate post)

13.37 White washing with lime to give an even shade : 13.37.1 New work (three or more coats) To Wall (Qty same as item no 9)

13.65 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : 13.65.1 Two or more coats on new work

13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications 13.48.3 Painting Steel work with Deluxe Multi Surface Paint togive an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture

CPWD SOR 2021 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. Providing Dubble leaf heavy duity Iron Gate, Total qty

2.25(a) (CPWD) "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."

2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in?charge. Upto a depth of 1 M below the existing GL (a) All kind of Soil Footpath 2 x 20.00 x 0.150 x 0.20 = 1.200 m3

6.2.2 Cement Mortar 1:6 (1 cement : 6 coarse sand). Footpath 2 x 20.00 x 0.125 x 0.29 = 1.455 m3

11.1.2 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: Footpath 1 x 2.00 x 4.00 = 8.00 m2 1 x 20.00 x 2.00 = 40.00 m2 Total = 48.00 m2

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) Footpath 1 x 2.00 x 4.00 x 0.05 = 0.400 m3 1 x 20.00 x 2.00 x 0.05 = 2.000 m3 Total =2.400 m3

13.2.1 15 mm cement plaster on the rough side of single or half brick wall of mix : a) In prop. 1:4:- Footpath 1 x 2.00 x 4.00 = 8.00 m2 1 x 20.00 x 1.50 = 30.00 m2 Total=38.00m2

N/S Supply, installation, testing and comissioning of electrically operated Silver Ionization Equipment of 50000 LPH capacity complete with electrical wiring with panel board fitting and fixing at site . With 24 Month of the Equipment against Manufacturing defect. 50000LPH

2.6.1 CPWD 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-in charge. (B) Up to a depth of 2.00 Mt. Below the existing G.L a)All kind of Soil For post of the Sign board = 2x0.5x0.5x0.75 =0.4 cum

4.1.6(CPWD) 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Grouting around Signboard post :- 2x0.5x0.5x0.75 = 0.4 cum

5.9 Foundations, footings, bases of columns, etc. for mass concrete 5.9.1 Quantity = 2*0.5*0.75*4

Labour charge for supplying, fitting and fixing of sign board fabrication, carrying, grouting in CC work, painting etc. as per the direction of the deptt Analysis for 1(one) job 160 (CPWD) a.)Technician

131 (CPWD) b.)Painter

161 (CPWD) c.)Technician(Helper)

APHE 2015-16 Cost of Material 4.1.f 50mm GI pipe - 15

6.2.5 50 mm GI Elbow -

6.2.3.f 50mm GI Threaded Flange

6.2.8 G.I. Cross

2.3.a Nut & Bolt

2.1.au Welding rod

10.1 CPWD 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 32mmx3mm MS flat = 6x(3m +3m)+1.20 = 37.2m @ 0.80 kg/m = 28.96kg

2818( CPWD SOR 2022 E & M) 3 mm thick MS sheet 3 mm thick MS sheet = (3x .1.2m) +( 0.6m+0.3m) = [email protected]/sqm= 106.2k

836 CPWD 100% Premium acrylic dirt resistance, Silicone additives exterior paint

APHE 2015-16 7.3.1 Construction of drain with cement concrete works in proportion 1:2:4 in slope 1:50 with a base layer of concrete of proportion 1:4:8 as per respective approved drawings including necessary earth work and refilling after completion of work all complete as directed.

2.6 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-in?charge. Sump 1x2.3x2.8x2

4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) a) In proportion 1 : 3 : 6

5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level 5.22A.6 Thermo Mechanically treated bars of grade Fe-500D or more.

5.9 Centering and shuttering including strutting, propping etc. and removal of form 5.9.1 Foundation, footing, base columns, tie beams, pile caps, raft and mass concrete work (ii) Using 25mm thick plank PCC, bottom slab, column and walls Total qty

5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (ii) Using 25mm thick plank Column, Wall Total Qty

5.9.3 Suspended floors, roofs, landings, balconies and access platform (ii) Using 25mm thick plank Top Slab, Deducn. for Manhole total qty

5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland 5.33 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, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. (I) Using mixture machine (A) In sub-structure up to plinth level Foundation, footing, columns with base, tie and plinth beam, grade beam, pilecap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100 mm thick upto plinth level (d) M30 grade concrete Bottom slab, Post, Wall Total qty

5.33.1.2 (B) Superstrucure from plinth level upto 1st floor level (b) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill, bend, beam, girder, bressumer, cantilever, staircase (except spiral stair case and landing) including preparing the top surface and finishing of nosing. (iii) M25 grade concrete Top slab, post, wall Total Qty

13.2.1 Plaster on the rough side of single or half brick wall of mix :(1:4 (1 cement: 4 fine sand)) Inside wall, Outside Wall, Bottom Slab Total Qty

13.4.6 Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) total Qty

PHE Supply, erection, jointing, testing & commissioning of different G.I pipe at Outlet, 5.1 100mm dia GI pipe @ Rs. 888.90 + 25% cost of labour = Rs. 1111.13, total qty

6.2.4 100mm dia GI bend for Vent pipe ( 2 nos. )

CPWD 2.6.1 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-in charge. For Soakpit: All kinds of Soil

CPWD 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. For Soakpit:

CPWD 6.2.1 Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) For Soak Pit: For Footing 0.6*0.3*6 = 1.17 For Single layer of 250mm brick layer: =2 (2*0.25*2.6+1.5*0.25*2.6)=4.55 cum For 112mm brick work for the height of 1.225m =2*0.125*0.125+1.5*0.125*0.125=0.055 cum Total = 5.775 cum

CPWD ( E & M)14.16.3 DWC HDPE Pipe of 120 mm dia

CPWD 5.22.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more For Pit Cover: 16 nos. of 8mm dia bars both ways 125 mm c/c (Unit weight for 8mm bars=0.39) =(one slab x total length of bars x unit weight) =(1x2x16x2x0.39)=24.96 kg Total= 24.96 Kg

CPWD 5.1.3 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) b) 125mm thick slab .

CPWD 5.9.3 Suspended floors, roofs, landings, balconies and access platform Using 25 mm thick plank

CPWD 293 Using 25 mm thick plank

10/ Market Rate PVC grating

41.2 Supplying including installation, testing and commissioning of Air/Water Cooled Diesel Generator set coupled to suitable alternator of 220/415 V, AC, 1/3-Phase 0.8 p.f.(la mounted on a 1) M.S. Fabricated base frame.,2) M.S. fuel tank of required capacity.,3) Residual Silencer.,4) Standard Control Panel.5) Suitable batteries with lead.,5) First fill of lube oil.,6) Acoustic Enclosure complete with all accessories as specified and directed by the department conforming to IS comprising the Technical Specification.. as per manufacturer. (RANGE FROM 5 KVA TO 625 KVA) Kirloskar green/bliss, Leyland, Volvo Penta, Perkinson, Mahindra, Greaves, Escort engine and Kirloskar, Stamford, Leroy somer alternator. 41.2.1.7 25- 1- 2030x1050x1550- 1030 Kg -A/C

6.00 BRICK WORK 6.13 Half brick masonry 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. 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)

5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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 cantering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 5.33.2 All works above plinth level upto floor I level

5.9.3 Suspended floors, roofs, landings, balconies and access platform

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.

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

N/S Supplying ,Fitting and Commissioning for Automation of DTW ,UGR, ESR and Valve for fully function of the Scheme

N/S Wages for Pump Operator

N/S Wages assuming as 6 mandays Ordinary Labour for petty repairing Works

N/S Silver Ionzation KIT runs for 275-325 days and needs replacement theareafter

N/S Maintenance of Distribution System, filter unit, ESR,DTW,UGR,DG set, Raw & Clear Water Pumps & Pumping main etc., @ 0.05 % of the respective Capital Cost

N/S Consultancy Fee for making Survey, DPR Prepration ,Design and Drawing

MINTU MEDHI (BID ID -274125)