Under District Sitapur, Construction of teaching room, multipurpose hall, boundary wall, training room for NCC cadets and renovation of school building and exterior painting work at Krishak Inter College, Maholi, Sitapur, Lot No 1

Earth work in exacavation in foundations in ordinary soil (loam clay or sand) including lift upto 1.5 m and lead upto 30 mt. & including filling, watering and ramming of excavated earth into the trenches or into the space between building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the E/I upto a distance of 30 mt. from the foundation trenches., Sch No 2.8.1

Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (Based on CPWD D.S.R.-2023 & Market Rates) (plinth area of the building at ground floor only shall be measured as per I.S.6313 (Partll 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used.

The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4)Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution) DSR 2.35.3.1

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), Sch No 4.1.8

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.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All works upto plinth level ,Concrete of M25 grade with minimum cement content of 330 kg /cum, Sch No 5.33.1.1

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.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All works above plinth level upto floor V level ,Concrete of M25 grade with minimum cement content of 330 kg /cum, Sch No 5.33.2.1

Add for using extra cement in the items of design mix over and above the specified cement content there in., Sch No 7.35

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., Sch No 5.22.6

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand), Sch No 6.1.2

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 : Cement mortar 1:6 (1 cement : 6 coarse sand), Sch No 6.4.2

12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand), Sch No DSR-2023, 13.4.2

15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand), Sch No 13.5.2

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. (DSR - 2.25A), Sch No DSR-2023, 2.25A

Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand., Sch No DSR-2023, 2.27

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. (Size of Tiles 600x600 mm), Sch No DSR-2023, 11.41.2

Providing and applying white cement based putty of average thickness 1mm of approved brand and manufacture over the plastered wall surface to prepare the syrface even and smooth complete., Sch No DSR-2023, 13.80

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. Two or more coats on new work, Sch No DSR-2023, 13.41.1

Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 13.48A.1 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm., Sch No 13.48A.1

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required., Sch No DSR-2023, 10.25.1

Making grooves 10 to 12 mm widex 8mm deep in plaster of the wallor in ceiling vertically or horizontally as required., Sch No DSR 2023, 5.30

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 Itr/10 sqm over an under coat of primer applied @ 0.80 Itr/10 sqm of approved brand and manufacture , Sch No DSR 2023, 13.48.3

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. 40 mm thick with 20 mm nominal size stone aggregate, Sch No DSR-2023, 11.3.1

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.

(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.

(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm., Sch No DSR 2023, 22.7.1

Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing., Sch No DSR 2023, 10.18

Centering and shuttering including strutting, propping etc. and removal of form for :, Sch No

Foundations, footings, bases of columns, etc. For mass concrete, Sch No 5.9.1

Columns, Pillars, Piers, Abutments, Posts and Struts, Sch No 5.9.6

Lintels, beams, plinth beams, girders, buttresses and cantilevers., Sch No 5.9.5

Suspended floors, roofs, landings, balconies and access platform., Sch No 5.9.3

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. DSR 15.56, Sch No 15.56

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : DSR 15.12, Sch No 15.12

12mm thick cement plaster Mixe 1:4 cement Coarse sand mix mortar in plinth ( inner side) DSR 13.4.1, Sch No 13.4.1

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. 40 mm thick with 20 mm nominal size stone aggregate. DSR 11.3.1 (Work on roof), Sch No 11.3.1

Supply of Murga Jali. Cha-1 S.No. 15 SOR 2022-23, Sch No Cha-1 S.No. 15 SOR 2022-23

Providing and laying in position specified grade of reainforced cement concrete excluding the cost of centering and shuttering and finishing rainforment in 1:2:4 (1 cement:2 coarse Sand Zone-III) derived from natural sources :4 graded stone aggregate 20 mm nominal size derived from naturela sources in Plinth Beam. DSR 5.1.3, Sch No 5.1.3

Centering and shuttering i/c strutting, propping etc and removal of form for Lintels, beams, plinth beams, girders, bressumers and centilevers.. DSR No. 5.9.5, Sch No 5.9.5

Steel reinforcement for RCC work i/c straightening, cutting, bending, placing in postion and binding all complete upto plinth level and above plinth levet Thermo-Mechanically treated bars of grade Fe-5000D or more. DSR No. 5.22.6 , Sch No 5.22.6

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)35 mm thick shutters DSR 9.5.1.1, Sch No 9.5.1.1

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)30 mm thick shutters DSR 9.5.1.2, Sch No 9.5.1.2

Providing & applying white cement based putty of aveage thickness 1mm of approved brand and manufacturer ove the plastered wall surface to prepare the surface even and smooth complete SI No DSR 13.80, Sch No 13.8

Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 13.48A.1 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. DSR 13.48A.1, Sch No 13.48A.1

Painting with synthetic Enamel paint of approved brand and manufacture of required colour to give and even shade, Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture DSR 13.62.1, Sch No 13.62.1

First class brick work M-150 in 1:4 cement and coarse sand of 2.25 fineness modulus) mortar in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms., Sch No DSR- 6.4.1+6.12.2

SUB HEAD {I):- INTERNAL WIRING

Point wiring in PVC conduit, with piano type switch :-

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 medium class pvc conduit, with mdular type switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required., Sch No 1.1

Group C, Sch No 1.10.3

Twin Control Point wiring in PVC conduit, with piano type switch :-

Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class pvc conduit, 2 way piano type switch, phenolic laminated sheet, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required., Sch No 1.9

Power plug wiring in PVC conduit (2 x 4 Sq.Mm.):-

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required., Sch No 1.12

Power plug wiring in PVC conduit (4 x 4 Sq.Mm.):-

Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required., Sch No 1.13

Circuit/ Sub main wiring in PVC conduit:-

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., Sch No 1.14

2 X 1.5 sq. mm+ 1 X 1.5 sq. mm earth wire., Sch No 1.14.1

Supplying and fixing metal box of 150 mm X 75 mm X 60 mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 A socket outlet and 5/6 A piano type switch, connections, painting etc. as required., Sch No 1.29

S/F power plug point piano type accessories:-

Supplying and fixing metal box of 180 mm X 100 mm X 60 mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 A & 15/16 A socket outlet and 15/16 A piano type switch, connections, painting etc. as required., Sch No 1.3

Supply and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required., Sch No 1.25

S/F modular type blanking plate :-

Supply and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required., Sch No 1.26

Supply and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required:, Sch No 1.21

25 mm., Sch No 1.21.2

SUB HEAD (II):- DISTRIBUTION BOARDS & MCB's

Supplying and fixing 5 amps. to 32 amps. rating, 240 volts 'C' series, miniature circuit breaker (MCB) suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required., Sch No 2.1

single pole, Sch No 2.10.1

S/F DP MCB Isolator

Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc., Sch No 2.12

63 Amps, Sch No 2.12.2

Supplying and fixing following rating, four pole, (three phase & neutral) 415 volts, residual current circuit breaker (RCCB), having a sensivity current upto 300 miliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required:, Sch No 2.15

63 amps., Sch No 2.15.3

Supplying and fixing following way, SP&N, sheet steel, MCB distribution board, 240 Von surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB / RCCB / Isolator), Sch No 2.3

6 way, Sch No 2.3.1

SUB HEAD (III):- EARTHING SYSTEM

Earthing with GI earth plate 600mm x 600 mm x 6mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc, with charcoal/ coke and salt as required., Sch No 5.4

Supplying and laying 25 mm x 5 mm. G.I. strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm), Sch No 5.9

Providing and fixing 25 mm x 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required., Sch No 5.11

Providing and fixing 25mm x 5 mm G.I strip on surface or in recess for connections etc. as required., Sch No 5.15

SUB HEAD (IV):- MISCELLANEOUS

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections butexcluding modular plate etc. As required., Sch No 1.24

5/6 A switch, Sch No 1.24.1

3 pin 5/6 A socket outlet, Sch No 1.24.4

Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required., Sch No 1.27

1 or 2 Module (75mmX75mm), Sch No 1.27.1

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required., Sch No 1.31

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 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required., Sch No 1.32

SUB HEAD(V):-INTERNAL LIGHTING FIXTURES & FANS

Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required., Sch No 19.1

SUPPLY OF LIGHTING FIXTURES

(UP-SOR)

Supply of LED Tube Light with Metal heavy duty Box type batten Light fitting 1X22 watt suitable for upto 1X22 watt LED Polycarbonate tube light complete Including tube suitable for both surface & suspended complete in all respect., Sch No UPSOR Ch.14, 1413, CAT-AA

SUB HEAD (VII):- CABLE AND ACCESSORIES

(UP-SOR)

Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-lncharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc., Sch No UPSOR

16 sq. mm 4 core, Sch No 501 (i)

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