Development of Astghati Pokhar and construction of paverl path and chat ghat under nagar parishad lakhisarai

urban development and housing Department

TECHNICAL BID SHEET (NIT No:- 11/2026-2027

Name of Work Development of Astghati Pokhar and construction of paverl path and chat ghat under nagar parisad lakhisarai dist-lakhisarai. Cost of WORK as per BOQ(RS) 20727723.00 BOQ FEE 10000.00 Time of Completion in months 6 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Date of Tender 11.09.2026

Sanctioned Amount 20728155.00 As per Technical Approval

Sl No. Items Requirement Requirement Cl. No. Name of the Contractor

Address of the Contractor

Contact no. of the Contractor

1 Bid Validity Bids shall remain valid for a period not less than 120 days after the deadline date. A Bid valid for a shorter period shall be rejected by the Employer as non-responsive 120 Days [Cl. 15.1] Bid validity periods In days

2 EMD (a)Through online payment (Debit/ CreditCard/ Netbaning etc.

(B)Unconditional bank guarantee from any scheduled Indian bank issued in Patna, Bihar in the format given (If issued from any bank outside state will be converted to any bank at Patna before executing the agreement. Amount To be entered (Rs in Lakhs)

Bid Security Amount - (In Rs lacs) 4.140 Bid Security Amount (Rs in Lakhs) 0.00

3 (i) Legal Status of Bidder. Qua. Inf. 1.1

(ii) Place of Registration.

(iii) Principal place of Business

(iv) Power of attorney of signatory Bid Attached or Not Qua. Inf. 1.1

4 Total value of Design and Construction work of civil engineering construction work performed in last Five years. Achieved in any one year a minimum Annual Financial Turn Over should not be less than 50 % of the estimated cost .(in Rs lacs) 103.639 [Cl. 4.5A(a)]

2010 - 2021 Amount To be entered (Rs in Lakhs)

2021- 2022 Amount To be entered (Rs in Lakhs)

2022 - 2023 Amount To be entered (Rs in Lakhs)

2023 - 2024 Amount To be entered (Rs in Lakhs)

2024- 2025 Amount To be entered (Rs in Lakhs)

5 Similar Single Work Experience in last Five years (b) Satisfactorily completed as a prime contractor (or as a nominated subcontractor, where the subcontract involved execution of all main items of work described in the bid document, provided further that all other qualification criteria are satisfied) at least one similar work of value not less than amount indicated in Appendix (usually not less than 25% (Twenty five percent) of estimated value of contract. (in Rs Lacs) 51.8193 [Cl. 4.5A(b)] Amount To be entered (Rs in Lakhs)

Executed in a year during the minimum quantities of the following items of work as indicated: Earth Work 10283.10 m3

Cement Concrete Work (PCC/RCC) 112.20 m3

Plaster Work 429.84m2

7 Bidding Capacity: More than the total Bid value of present work = A*N*3-B=Rs. ____.Where A = Maxm. Value of work executed in any one yr during last 5 yrs. N= Nos of years for completion of works. B=Value of existing commitments & ongoing works to be completed in period (in Rs Lacs) 207.28155 [Cl. 4.7I

(a) Existing commitments and ongoing works Amount To be entered (Rs in Lakhs)

(b) Work for which Bid already submitted Amount To be entered (Rs in Lakhs)

8 Details Technical(Including Design Staff) and Administrative Personnel to be employed for the work Personnel/Qualification/Experience [Cl. 4.5(B) (b)] Name of the Personnel and Experince in years

Site Engineer B.E.Civil + 07 Years Exp.or retired A.E. 1 Nos.

Site Supervisor Fresh Graduate in civil or Diploma Civil + 03 Years Exp. or retireITI Holder 2 Nos.

TOTAL = Nos. 3 Nos.

9 Details of Constrution Plant and Equipment Likely To Be Used In Carrying Out The Work Name of Equipment No. max age/yers [Cl. 4.4(B) (a)] Nos./ Max. Age

CONCrete Mixes machine 1 5

Truck/Tipper/Tractor 1 5

Water Tanker 1 5

Concrete Mixes with Integral weigh Batching Facility 1 5

Needle Vibrator 2 5

10 Availability Credit Facility Evidence of access to or availability of creadit facilities (10% of estimated cost), certified by bankers (Not more than 3 months old). (In Rs Lacs.) 20.73 ITB 4.2 (i)

11 Proposed methodology and programme of construction. Justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones. (Attached or not)

12 Litigation History Information regarding any litigation, current or during the last five years, in which the Bidder is involved, the parties concerned, and disputed amount. (Attached or not) Qua. Inf. 1.1 Amount To be entered (Rs in Lakhs)

13 Affidavit As per SBD Qua. Inf. 1.1

14 undertaking Able to invest a minimum of cost upto 25% of contract value of work. During implementation of contract. (in Rs. lacks) 51.82

15 Time of Completion 6 months To be entered in months

16 Registration No.

15 PAN & G.S.T. No

16 Labour License

17 Character Certificate

18 Affidavit/Certificate for not been debarred.

BILL OF QUANTITY OF PAVERAL PATH,GHAT AND RENOVATION OF AASTGHATI POKHAR UNDER NAGAR PARISAD LAKHISARAI.

sl .NO ITEM QTY UNIT RATE AMOUNT

1 Boring,with hydraulic piling rigs with power units, Providing andinstalling cast in situ single under reamed piles of specifieddiameter and length below pile cap in M-25 cement concrete, tocarry a safeworking load not less than specified, excluding thecost of steel reinforcement but including the cost of boring withbentonite solution and the length of the pile to be embedded in pilecap etc. all complete. (Length of pile for payment shall b300 mm dia piles 521.34 M 2334.40 1217019.51

2 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 200.12 cum 360.70 72182.36

3 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete 198.25 cum 287.30 56956.56

4 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 1232.77 sqm 283.30 349244.54

5 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 200.43 sqm 3998.10 801327.26

6 Reinforced cement conrete work beams,suspendedfloors, roofs having slope upto 15,landings,balconiec, shelves, chajjas, lintels,bands,plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nom(5.1.3) 221.25 cum 4232.40 936411.79

7 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completeThermo-Mechanically Treated bars TMTC-500-10mm dia 20954.33 kg 92.60 1940371.02

8 Centring and shuttering including strutting,propping etc. and removal of form for.Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. 1261.84 sqm 211.60 267006.17

10 .Brick work with bricks of class designation 100A ifoundations and plinth in 54.88 cum 5017.90 275359.78

11 Cement plaster in course sand12 mm cement plaster of mix:1:4(1 cement :4 coarse sand 1719.36 sqm 164.30 282490.1327

12 Two or more coats on new work over an under coat ofsuitable shade with ordinary pain+ of approved brand andmanufacture 1912.25 sqm 116.50 222777.3566

13 Earth work by ecavator and spreader of tractor lower level canal of flood embankment or dhar (like minor sub- minor jamindari dhundhm pynes etc where tipper in not needed) all tipes of work like filling and making of canal banks of embankent of earth free from long roots or any other gradients desating and filling including new construction repair or restoretion in ordinary soil including gutting loading carrying from pit to banks or emabkements unloading spreading clodbreaing and laying layers properly lead below with lifts allcomlete jobas per specification and direction of E/I 41132.40 M3 231.17 9508494.6432

11 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cmAll kinds of soil deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m 688.66 sqm100 1355.40 9334.120818

12 Providing and laying of interlocking concrete block pavement having thickness 80mm as per drawing & technical specification clouse1504 all complete as per specification and direction of E/I. colour 68.87 sqm 956.40 65863.60595

black and white 619.80 sqm 906.10 561596.7379

13 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of Centring ,shuttering, finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)(5.1.2) 7.61 cum 4688.30 35662.96044

14 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement.(5.2.2) 19.51 cum 5670.00 110642.5656

15 CARRIAGE OF MATARIAL

(c ) stone chips 3252.40 cum 402.76 1309951.31

(e)local sand 310.32 cum 129.28 40118.01

(f)paver block 867.61 thou 22216.23 19275.02

16 EXTRA COST OF MATARIAL

18 seignorage fee 86289.87895

signboard and photo 3500

19 sub total amount 19673237.54

20 Add 6 % GST( MULTIPLYING FACTOR 0.0536) 1054485.53

21 Total Amount 20727723.07

Financial Sheet ( NIT No- 11/2026 -27)

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Estimated Cost (in Rs.) 20728155.00

Cost Of BOQ (in Rs.) 20727723.00 0.00

Earnest Money (in Rs.) 414600.00

Name of Contrator

complete addrss

Email ID, Phone No of Contractor

Rate Quoted Below/Above/ On Shecdule Rate for Part A (Schedule Item)

Percentage Rate quoted Below/Above from Schedule Rate In Digit

NOTE:- For Percentage Rate Method (for Part A of BOQ- Schedule Items), Bidder will have to quote rate as per RCD, Bihar Letter no:- 4439(E) we dated 17.07.2023, and notification no:- 447(s) dt:- 16.01.2020. Successful bidder will have to submit Additional Performance Guarantee before agreement as per RCD notification no:- 447(s) dt:- 16.01.2020. in case of unbalanced bids.

T.S. FOR PROPOSED CONSTRUCTION OF BUS STAND,NARKATIYAGANJ,BIHAR

Sl. No. BCD/SOR- 2022 Description of Work Unit Nos. LENGTH WIDTH HEIGHT Quantity. Rate Amount

Civil works (Scheduled Items)

1 2.32 Clearing jungle including uprooting or rank vegetation, grass, brush wood, trees and scaplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 100 sqm 40.00 Rs.697.40 Rs.27,896.00

2 2.8 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m

For Boundary Wall (Plinth Beam)

4 2.27.1 Filling available excavated earth (exclude rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each oeposited layer by ramming and watering lead.Ali kinds of soil cum 4 1.2 1.2 1 23.04 Rs.49.40 Rs.1,138.18

5 2.3 Supplying and filling in plinth with local sand under floors including, watering, ramming consolidating and dressing complete. cum 1 23 4.5 0.6 1,026.93 Rs.287.30 Rs.295,036.99

7 6.1A Brick work with bricks of class designation 100A in foundation and plinth in:

8 6.1.14A cement mortar 1:6 (1 cement : 6 coarse sand) cum 1 180 0.9 0.25 43.99 Rs.4,819.90 Rs.212,027.40

9 6.3A Brick work in superstructure above plinth level upto floor V cum 1 280 3.3 0.25 259.88 Rs.5,662.10 Rs.1,471,466.55

10 6.18A Half brick masonry with brick of class designation 100A in foundation and plinth.

11 6.18.4A Cement motar 1:4 (1cement : 4coarse sand) sqm 1 65 3.3 0.25 74.25 Rs.599.30 Rs.44,498.03

12 6.19A Extra for half brick masonry in superstructure above plinth level upto V floor level. sqm 1 35 3.3 0.25 49.50 Rs.89.70 Rs.4,440.15

13 6.21A Extra for providing and placing in position 2Nos. 6mm dia. MS bars at every third third course of half brick masonry (with F.P.S. brick) sqm 1 35 3.3 0.25 49.50 Rs.113.60 Rs.5,623.20

14 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :

6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) - 250 mm th Brick work

15 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,

Below Tie Beam Sqm 1 220 0.25 55.00 Rs.283.30 Rs.15,581.50

CEMENT CONCRETE WORK

16 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shutering-all work upto plinth level.

17 4.1.3 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) cum 14 1 1 0.075 9.15 Rs.3,998.10 Rs.36,582.62

18 4.1.5 1:3:6 (1 Cement; 3 coarse sand :6 graded stone aggregate 20 mm nominal size) cum 80 0.25 1 0.005 0.38 Rs.3,434.00 Rs.1,304.92

19 4.11 Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4(1cement:2:2 coarse sand :4 graded stone aggregate 20mm nominal size) sqm 80 0.25 1 0.01 0.34 Rs.245.60 Rs.83.50

20 4.12 Extra for providing and mixing water prooding material in cement concrete work in the proportion recommended by the manufacturers. per 50 kg cement 550 500.00 Rs.57.16 Rs.28,580.00

REINFORCED CEMENT CONCRETE WORK

21 5.37 Providing and laying in position ready mixed concrete manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. M-25 grade Reinforced cement concrete by using 330 kg of cement per cum of concrete.

5.37.1 All work upto plinth level

Columns till plinth cum 22 0.25 0.5 0.9 Rs.5,562.40 Rs.0.00

22 5.37.2 All work from plinth level upto floor V level

23 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.

4.1.2 1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

For Plinth Beam of Boundary Wall cum 1 220 0.25 0.075 26.49 Rs.4,420.80 Rs.117,106.99

24 5.3 + 5.33B.4 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominalsize). Providing M-15grade R.C.C instead of M-20 grade R.C.C. cum 4.018 Rs.5,719.70 Rs.22,981.75

25 4.30 Centring and shuttering including strutting, propping etc. and removal of form for:

4.31 Foundations,footings, bases Columns sqm 22 1.2 1.2 0.5 18.72 Rs.211.10 Rs.3,951.79

26 4.3.3 Columns, piers.abutments, pillars,posts and struts sqm 22 1.2 1 4 271.32 Rs.494.40 Rs.134,140.61

27 Reinforcement for R.C.C work including straighting,cutting bending,Placing in position and binding all complets.

5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia kg 36,800.00 Rs.94.50 Rs.3,477,600.00

28 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia kg 17,930.00 Rs.92.60 Rs.1,660,318.00

29 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia kg 11,600.00 Rs.90.80 Rs.1,053,280.00

30 5.22.7D Thermo-Mechanically Treated bars TMT Fe-500- 16mm dia kg 12,500.00 Rs.91.70 Rs.1,146,250.00

31 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of near cement Rs.0.00

Boundary Wall sqm 2 220 0.65 286.00 Rs.203.60 Rs.58,229.60

32 13.1 12mm cement plaster of mix:

34 13.1 15mm cement plaster of mix :

36 13.11.1+ 13.26 Providing 12 mm cement plaster of mix of CM 1:3 (1 cement:3 coarse sand) With Neat cement punning etc. sqm 153.672 Rs.204.80 Rs.31,472.03

37 13.11.1 Providing 12 mm cement plaster of mix of CM 1:3 (1 cement:3 coarse sand) sqm 28.980 Rs.164.30 Rs.4,761.41

WOOD & ALUMINIUM WORK

38 26.87 Providing and fixing factory made single extruded WPC {Wood Polymer Composite} solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 Suspension Grade), calcium carbonate and natural fibers {wood powder/ rice husk/wheat husk) and non toxic additives {maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800N {Face) & 900N (Edge), minimum compressive strength 50 N/mm, modulus of elasticity 850 N/mm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In• Charge. {Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)

39 9.53 Providing 40 x 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bots, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) each 7 4 1 1 68.00 Rs.130.80 Rs.8,894.40

40 9.100 Providing and fixing alluminium handles anodised(anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with necessary screws etc. complete:

41 82.00 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.

8.2.1.1 Area of slab upto 0.50 sqm sqm 5 3 0.6 1 11.64 Rs.2,458.00 Rs.28,611.12

42 8.50 Extra for providing opening of required size & shape for wash basins / kitchen sink in kitchen platform, vanity counters and similar location in marble/stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edges etc. complete. opening 5 5.00 Rs.428.20 Rs.2,141.00

43 11.37 Providing and laying Ceramic glazed floor tiles 300 x 300mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20mm thick Cement Mortar 1:4 (1 Cement: 4 Coarse sand) including pointing the joints with white cement and matching pigment etc. complete. sqm 1 25 9 1 284.50 Rs.686.80 Rs.195,394.60

44 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacture) of approved make in all colours, shades except begundy, bottle green,black of any size as approved by Engineer-in-chage in skirting, risers of steps and dados over 12mm thick bed of Cement Mortar 1:3 (1 Cement:3 Coarse sand ) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. sqm 55 2.2 121.00 Rs.795.00 Rs.96,195.00

45 11.26 Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete.

46 13.80a.1 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. sqm 2,142.00 Rs.81.10 Rs.173,716.20

47 13.9 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade.

13.92.2 Two or more coat on new surface. sqm 2,142.00 Rs.86.40 Rs.185,068.80

48 13.40A Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. Sqm 370.00 Rs.127.90 Rs.47,323.00

49 13.45.1 New work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm Sqm 370.00 Rs.215.20 Rs.79,624.00

50 13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications.

51 13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm. Sqm 370.00 Rs.117.30 Rs.43,401.00

52 10.32.2 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

In gratings, frames, guard bar, ladders, railings, brackts. gates &similar works. @60kg /sqm Kg 1 220 60 1 13,200.00 Rs.114.60 Rs.1,512,720.00

13.46A Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade

53 13.46A.1 New work (Two or more coats applied @ 1.43 ltr/ 10 sqm.over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). sqm 2,142.00 Rs.132.50 Rs.283,815.00

54 12.39 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 mx1 mx400 micron, finished 12 mm cement plaster 1:3 (1 cement:3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete sqm 10.00 Rs.189.40 Rs.1,894.00

WATER PROOFING WORK

55 22.19 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/sqm. by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ltr and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :

56 22.21 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100%polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. sqm 1 8.5 7 59.50 Rs.85.20 Rs.5,069.40

57 2.37.1 Along external wall where the apron is not provided using chemical imulsion @ 7.5 liters / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete:

2.37.2.1 With chlorpyriphos/Lindone E.C. 20% with 1% concentration M 8 10 1 1 110.00 Rs.39.90 Rs.4,389.00

58 20.2.1 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 300 mm dia piles

For Boundary Wall

Total Length Of Boundary Wall Mtr 74 3 222.00 Rs.902.60 Rs.200,377.20

Septic Tank & Soak pit

59 19.30.1.1 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions Each 4 Rs.4,266.80 Rs.17,067.20

60 19.32.1 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. Each 2 Rs.33,603.40 Rs.67,206.80

61 24.1.1.1 Boring/drilling bore well of required dia for casing/ strainer pipe by suitable method 300mm dia etc all complete job as per building specification & direction of E/I. meter 90.00 Rs.486.80 Rs.43,812.00

62 24.3.2 Supplying assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well casing (CM) pipe of required 150mm dia etc all complete job as per building specification & direction of E/I. meter 80.00 Rs.660.10 Rs.52,808.00

63 24.4.2 Supplying assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipe of required 150mm dia etc all complete job as per building specification & direction of E/I. meter 10.00 Rs.673.50 Rs.6,735.00

64 24.8 Gravel packing in tubewell construction in accordance with IS:4097 including providing gravel line/medium /coarse in required grading and sizes etc all complete job as per building specification & direction of E/I. cum 4.24 Rs.1,343.20 Rs.5,695.17

65 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. hour 10.00 Rs.916.80 Rs.9,168.00

66 24.13.2 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe 150mm dia etc all complete job as per building specification & direction of E/I. Each 1.00 Rs.210.70 Rs.210.70

67 24.14.2 Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell 150mm dia etc all complete job as per building specification & direction of E/I. Each 1.00 Rs.1,531.40 Rs.1,531.40

68 24.15.2 Providing and fixing bail plug/bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (Part_1) 150mm dia etc all complete job as per building specification & direction of E/I. Each 1.00 Rs.281.80 Rs.281.80

69 24.11.2 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed / plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture,including hire & labour charges, fittings & accessories, all complete,for all depths, as per direction ofEngineer -in-charge. meter 2.50 Rs.1,727.20 Rs.4,318.00

70 NS Supplying one H.P. Cromoton gravel submersible pump strainer with all accossories for running condition etc all complete job as per building specification & direction of E/I. no 1.00 Rs.18,000.00 Rs.18,000.00

71 6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in :Cement mortar 1 : 4 (1 cement: 4 coarse sand ) cum 5.156 Rs.5,017.90 Rs.25,872.29

72 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) cum 0.513 Rs.4,688.30 Rs.2,405.10

73 0362B Supplying brick bat for filling in recharge pit etc all complete job. cum 2.462 Rs.1,198.67 Rs.2,951.13

74 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of near cement sqm 6.990 Rs.203.60 Rs.1,423.16

75 Campus development and Approached road Work

76 Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.

4.01b (iii) Rate per cum for grading-III Material cum 925 Rs.1,612.84 Rs.1,491,877.00

77 RCD12.08 Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications of grade M25 by manual placing cum 650 Rs.6,490.04 Rs.4,218,526.00

78 RCD 6.2 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. kg 32750 Rs.93.84 Rs.3,073,260.00

79 4.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) cum 24.88 Rs.4,420.80 Rs.109,989.50

80 16.91.2 Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer- in-Charge. sqm 55.79 Rs.778.00 Rs.43,404.62

81 RCD 8.15 (b Flexible Median Marker (FMM) as per IRC 79:2019 Supplying and Installation of Flexible Median Marker made up of plastic body moulded from flexible thermoplastic.Flexible Median Marker (FMM) should be used for improving median visibility during dark hours, Use of Median Marker provides safety against collision happening wih median during night time, or severe weather. Flexible Median Markers shall be provided with fluorescent yellow colour retro-reflective sheeting Type XI as per IRC 67, Flexible Median Marker shall be of tough, high impact resistant, injection-molded, thermoplastic body with property of flexibility to provide high durability and U shape structure having rebound/ bounce back property. The sheeting shall be of Type XI conforming to IRC:67 and it should be on both the faces whereby providing minimum reflectivity at longer distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the injection moulding process. FMM shall be fixed by a combination of epoxy adhesive and grouting/drilling on concrete medians or properly constructed solid medians. Height :The marker height shall be a minimum of 180 mm, width 120 mm & Body thickness 6.5 mm. The shank shall not be less than 20 mm and depth shall not be less than 30 mm, Reflective Area: Shall not be less than 90 cm square. Proof of the same report shall be uploaded while quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casting body of FMM shall withstand 50 kgf tensile loads conforming to ASTM D638 method. Each 20 Rs.358.88 Rs.7,177.66

82 L/S Design engineering manufacturing transport supply errection commissioning ant testing of complete high mast lighting system with rising and lowering mechanism,power tolls motor,feeder pillar,push button station with all accessories to maintain a required lux level including 25 meter height each 1 Rs.898,902.50 Rs.898,902.50

83 8.13 Supply and erection of 6 metre height Hot-dip galvanized octagonal street light pole with following arm with top dia 70 mm and bottom dia A/F 130 mm, made of 3 mm thick sheet along with base plate of size 220 x 220 x 12 mm, small door opening for junction box mounting with MCB & connector, cement concrete of 1:3:6 including excavation, fefilling and suitable size foundation bolts with template and all complete job as required. (but without pole collar)

85 5.13 Supplying and fixing following LED street/Flood light with die cast aluminium housing for ingress protection of IP65 and complete with all accessories etc on pole/building including connection and earthing the body etc. as required.

86 5.13.1 65/70 watt Street light Each 10 Rs.5,570.00 Rs.55,700.00

87 1.15 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/recessed PVC conduit as reqd.

89 14.15 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc conforming to IS 14930 part II complete with fitting and cutting jointing etc in the existing trench, complete as req

90 14.15.1 63mm dia (OD-63mm & ID-51 mm nominal) Each 800 Rs.109.00 Rs.87,200.00

91 1.15 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/recessed PVC conduit as reqd.

93 Lightning conducter

94 4.2 Providing and fixing lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong on top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as reqd. Each 4 Rs.188.00 Rs.752.00

95 4.4 Jointing copper/G.I. tape (with another copper/GI tape, base of the finial or any other metallic object) by riverting/nut bolting sweating and soldering etc. as reqd. Each 8 Rs.87.00 Rs.696.00

96 4.7 Providing and fixing G.I. tape 20 mm x 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (for horizontal run) Mtr. 125 Rs.71.00 Rs.8,875.00

97 4.8 Providing and fixing G.I. tape 20 mm x 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (for vertical run) Mtr. 40 Rs.99.00 Rs.3,960.00

98 4.11 Providing and fixing testing joint, made of 20 mm x 3 mm thick copper strip, 125 mm long, with 4 nos. of tinned brass bolts, nuts, chuk nuts and spring washers etc. complete as reqd. Mtr. 4 Rs.247.00 Rs.988.00

99 3.2 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required. Set 2 Rs.5,125.00 Rs.10,250.00

100 3.11 Supplying and laying 25mm x 5mm G.I. strip in 40 mm dia G.I. pipe from earth electrode, including connection with G.I. nut, bolt, spring, washer excavation and refilling etc. as reqd. Mtr. 20 Rs.487.00 Rs.9,740.00

SUB-HEAD-I: CIRCUIT CUM POINT WIRING

101 1.10 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 modular 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.

a) 1.10.3 Group-C (Primary point ) Point 75.00 Rs.990.00 Rs.74,250.00

102 1.55 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.

a) 1.55.3 Group-C (looping point ) Point 125.00 Rs.640.00 Rs.80,000.00

103 1.11 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 modular 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. Point 22.00 Rs.1,057.00 Rs.23,254.00

104 1.56 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 Nos. 3 pin 5/6 A modular socket outlet and 2 Nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). Each 60.00 Rs.582.00 Rs.34,920.00

105 1409 Supplying and fixing Stepped type modular Fan regulator, (2 module) Each 15.00 Rs.246.40 Rs.3,696.00

106 1412 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. Each 20.00 Rs.14.00 Rs.280.00

107 1406 5 pin 5/6 amps, modular socket outlet, ISI marked Each 10.00 Rs.74.90 Rs.749.00

108 1403 S.P. 5/6 amps, one way modular switch, ISI marked Each 5.00 Rs.39.30 Rs.196.50

109 1407 Supplying and fixing 6 pin 15/16 amps, modular socket outlet, ISI marked Each 10.00 Rs.116.20 Rs.1,162.00

110 1405 S.P. 15/16 amps, one way modular switch, ISI marked Each 10.00 Rs.79.80 Rs.798.00

111 1.57 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, “C” curve including connections, painting etc. as required. Each 10.00 Rs.639.00 Rs.6,390.00

PVC/ METAL BOXES

112 1301 Modular GI box for 2 module Each 18.00 Rs.30.75 Rs.553.50

113 1303 Modular GI box for 4 module Each 10.00 Rs.49.00 Rs.490.00

114 COVER PLATE

115 1414 Modular base & cover plate for 2 module Each 18.00 Rs.42.00 Rs.756.00

116 1416 Modular base & cover plate for 4 module Each 10.00 Rs.57.40 Rs.574.00

117 PVC INSULATED COPPER CONDUCTOR WIRES

a) 1101 1.5 sq. mm ISI marked, PVC insulated single core copper conductor cable Metre 600.00 Rs.11.99 Rs.7,194.00

b) 1102 2.5 sq. mm ISI marked, PVC insulated single core copper conductor cable Metre 105.00 Rs.19.25 Rs.2,021.25

c) 1103 4.0 sq. mm ISI marked, PVC insulated single core copper conductor cable Metre 40.00 Rs.28.37 Rs.1,134.80

d) 1104 6.0 sq. mm ISI marked, PVC insulated single core copper conductor cable Metre 50.00 Rs.42.70 Rs.2,135.00

e) 1105 10 sq. mm ISI marked, PVC insulated single core copper conductor cable Metre 430.00 Rs.67.94 Rs.29,214.20

f) 1106 16 sq. mm ISI marked, PVC insulated single core copper conductor cable Metre 150.00 Rs.106.24 Rs.15,936.00

g) 1107 25 sq. mm ISI marked, PVC insulated single core copper conductor cable Metre 200.00 Rs.165.38 Rs.33,076.00

117 1745 Supplying and fixing following 4 way (4+12) TPN MCB DB, double door, horizontal testing and commissioning etc. as required. Each 5.00 Rs.1,620.00 Rs.8,100.00

118 1747 Supplying and fixing following 8 way (4+24) TPN MCB DB, double door, horizontal type testing and commissioning etc. as required. Each 10.00 Rs.2,601.90 Rs.26,019.00

119 Supplying and fixing 6 amps. To 32 amps ratings, SP MCB, "C" curve testing and commissioning etc. as required.

a) 1701 10 KA breaking capacity Each 45 Rs.122.00 Rs.5,490.00

1120 1716 Supplying and fixing Blanking plate, single pole etc. as required. Each 50 Rs.9.36 Rs.468.00

121 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.

a) 1714 63 amps. , 4 pole isolator Nos. 2.00 Rs.514.40 Rs.1,028.80

b) 1715 100 amps. , 4 pole isolator Nos. 4.00 Rs.720.75 Rs.2,883.00

122 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.

a) 1718 40 amps. rating, 2 pole RCCB, 100mA/ 300mA Each 2.00 Rs.1,602.12 Rs.3,204.24

b) 1719 63 amps. rating, 2 pole RCCB, 100mA/ 300mA Each 4.00 Rs.1,720.50 Rs.6,882.00

123 1856 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Each 2.00 Rs.63.00 Rs.126.00

124 4.1 Supplying and installing following size of perforated painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc. as required.

a) 4.1.1 100 mm width X 50 mm depth X 1.6 mm thickness Metre 15 Rs.476.00 Rs.7,140.00

b) 4.1.2 150 mm width X 50 mm depth X 1.6 mm thickness Metre 15 Rs.531.00 Rs.7,965.00

125 4.2 Supplying and installing following size of perforated painted with powder coating M.S. cable trays bends with perforation not more than 17.5%,, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc. as required.

a) 4.2.1 100 mm width X 50 mm depth X 1.6 mm thickness Each 5 Rs.802.00 Rs.4,010.00

b) 4.2.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 3 Rs.947.00 Rs.2,841.00

126 4.3 Supplying and installing following size of perforated painted with powder coating M.S. cable trays Tee with perforation not more than 17.5%, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc. as required.

a) 4.3.1 100 mm width X 50 mm depth X 1.6 mm thickness Each 5 Rs.909.00 Rs.4,545.00

b) 4.3.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 3 Rs.1,072.00 Rs.3,216.00

127 4.5 Supplying and installing following size of perforated painted with powder coating M.S. cable trays Reducer with perforation not more than 17.5%, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc. as required.

a) 4.5.1 100 mm width X 50 mm depth X 1.6 mm thickness Each 5 Rs.880.00 Rs.4,400.00

b) 4.5.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 3 Rs.1,023.00 Rs.3,069.00

SUB-HEAD - IV :- CONDUITING WIRING AND CABLING FOR TELEPHONE / TV NETWORK SYSTEM

128 Supplying and fixing of following sizes of medium class PVC conduit

a) 1201 20 mm dia. ISI marked, PVC conduit RM 200.00 Rs.11.03 Rs.2,206.00

b) 1202 25 mm dia. ISI marked, PVC conduit RM 200.00 Rs.15.40 Rs.3,080.00

c) 1203 32 mm dia. ISI marked, PVC conduit RM 200.00 Rs.20.85 Rs.4,170.00

129 Supply, fixing, connecting and testing of telephone/computer/TV modular sockets connectionetc as required.

a) 1410 Telepone socket outlet, modular type Each 45.00 Rs.58.80 Rs.2,646.00

b) 1411 T.V. socket outlet modular type Each 1.00 Rs.54.60 Rs.54.60

a) 1116 2 pair, 0.5 sq. mm annealed copper conductor, FR PVC RM 180.00 Rs.7.78 Rs.1,400.40

b) 1117 4 pair, 0.5 sq. mm annealed copper conductor, FR PVC RM 180.00 Rs.10.82 Rs.1,947.60

130 1118 Supplying and drawing co-axial TV cable RG-6 grade RM 20.00 Rs.15.48 Rs.309.60

131 Providing, fixing connecting and testing of solder less Television Junction Box of following capacity ties as required in suitable size of m.s. hinged lockable cover box duly painted etc. as required of Krone type.

1.53 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed steel/ PVC conduit as required. RM 4.00 Rs.49.00 Rs.196.00

132 Supplying and fixing metal box for tele tag box

a) 1.22.1 75 mm X 75 mm X 60 mm deep PVC/metal box Each 30 Rs.18.00 Rs.540.00

133 2024 Recess mounted 12 watt LED downlighter complete with all accessories and replaceable electronic driver Each 18.00 Rs.624.80 Rs.11,246.40

134 2025 Recess mounted 18 watt LED downlighter complete with all accessories and replaceable electronic driver Each 2.00 Rs.700.00 Rs.1,400.00

135 2015 Single powder coated batten suitable for 1X28 watt T5 lamp complete with electronic ballast etc. MIRROR LIGHT Each 4.00 Rs.342.00 Rs.1,368.00

136 2329 450 mm, 230V, A.C. exhaust fan Each 8.00 Rs.3,150.00 Rs.25,200.00

137 2325 Regular/standard make 1200 mm sweep ceiling fan. Each 15.00 Rs.1,145.00 Rs.17,175.00

138 2041 Surface mounted 15/18 watt LED downlighter complete with all accessories and replaceable electronic driver Each 45.00 Rs.935.00 Rs.42,075.00

139 2051 wall bracket fixture in chrome finish with glass diffuser suitable for single 15 watt CFL/LED lamp Each 4.00 Rs.576.00 Rs.2,304.00

140 2012 Bulk Head fitting with aluminium alloy body and prismatic glass cover suitable for CFL/ GLS lamp Each 12.00 Rs.266.00 Rs.3,192.00

141 3.4 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. Nos. 25.00 Rs.6,276.00 Rs.156,900.00

142 3.6 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. Nos. 25.00 Rs.12,831.00 Rs.320,775.00

143 3.14 Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. RM 275.00 Rs.1,032.00 Rs.283,800.00

144 3.20 Providing and fixing earth bus of 50 mm X 5 mm copper strip on surface for connections etc. as required. RM 275.00 Rs.1,963.00 Rs.539,825.00

145 3.15 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. RM 275.00 Rs.150.00 Rs.41,250.00

146 3.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/submain wiring/ cable as required. RM 300.00 Rs.23.00 Rs.6,900.00

147 23.2 S I T C of star rated Aluminium wound distribution Transformer of following rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11,ONAN Cooled & as per BEE star - 1 & BIS approved as per IS 2026- 1977 & losses as defined as per 2014 (Fourth Revision) Level-1 . including standard accessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, temperature rise in winding/oil 35-40 degree C first filling of transformer oil as per IS :335-1953, Epoxy based paint, including carrying of pre-commission Testing & Charging of Transformer complete in all respect .

The Transformer shall be subjected to routine factory tests (as per IS:2026 and IS:1180) including testing from CTL of discom before charging of transformer & complete installaion must be certified from Electrical Inspectorate office as per Indian Electricity rule, (CTL testing charges and Electrical Inspection charges shall be reimbursed by the department to the contractor). All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

149 2213 3.5 core, 240 sq. mm XLPE/PVC insulated sheathed (Heavy duty) armoured electric cable with aluminium conductor Mtr 100.0 Rs.789.60 Rs.78,960.00

150 Subhead:- I - Sanitary Fixtures

151 1955 Providing & fixing of Vitreous china pedestal type water closet testing and commissioning etc. as required. Each 8.00 s

152 7075 Providing & fixing of Cistern with fittings for Waterless Urinal testing and commissioning etc. as required. Each 5.00 Rs.2,200.00 Rs.11,000.00

153 3213 Providing & fixing of Vitreous china Surgeon type wash basin of size 660x460 mm testing and commissioning etc. as required. Each 7.00 Rs.1,100.00 Rs.7,700.00

154 7503 Providing & fixing of PTMT - Liquid Soap Container of 400 ml capacity Each 2.00 Rs.95.00 Rs.190.00

155 7504 Providing and fixing of PTMT - Towel Ring 215x200x37 mm Each 2.00 Rs.110.00 Rs.220.00

156 7509 Providing & fixing of PTMT - Soap Dish/Holder 138x102x75 mm Each 2.00 Rs.58.00 Rs.116.00

157 7113 Rectangular shape 453x357 mm Mirror with Plastic moulded frame Each 2.00 Rs.290.00 Rs.580.00

158 7259 Providing & fixing of C.P. Brass long body bibcock 15 mm testing and commissioning etc. as required. Each 8.00 Rs.500.00 Rs.4,000.00

159 1889 C.P.brass toilet paper holder of standard size Each 8.00 Rs.280.00 Rs.2,240.00

160 Providing and fixing PTMT Bottle Trap for Wash basin and sink.testing and commissioning etc. as required.

161 7493 PTMT - Bottle Trap 31/32 mm Each 8.00 Rs.200.00 Rs.1,600.00

162 7494 PTMT - Bottle Trap 38/40 mm Each 8.00 Rs.200.00 Rs.1,600.00

163 7261 Providing and fixing of C.P. Brass angle valve 15 mm testing and commissioning etc. as required. Each 8.00 Rs.350.00 Rs.2,800.00

164 O593 Providing and fixing of C.P. Brass Extension Nipple (1/2"x2" size) testing and commissioning etc. as required. Each 8.00 Rs.40.00 Rs.320.00

165 7863 Providing and fixing of 15 mm nominal bore and 45 cm length PVC connection pipe with P.T.M.T. Nuts testing and commissioning etc. as required. Each 12.00 Rs.52.00 Rs.624.00

166 Subhead:- II - Internal Drainage (Rainwater, Soil, Waste & Fittings)

167 Providing & fixing PTMT grating of approved quality and colour

168 7409 PTMT grating 100 mm dia Each 10.00 Rs.16.00 Rs.160.00

169 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. Each 20.00 Rs.344.60 Rs.6,892.00

170 18.77 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. Each 15.00 Rs.244.05 Rs.3,660.75

Subhead:- III - Internal Water Supply

171 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

172 8636 15 mm nominal outer dia Pipes RM 300.00 Rs.49.00 Rs.14,700.00

173 8637 20 mm nominal outer dia Pipes RM 500.00 Rs.80.00 Rs.40,000.00

174 8638 25 mm nominal outer dia Pipes RM 200.00 Rs.127.97 Rs.25,594.00

175 8639 32 mm nominal outer dia Pipes RM 200.00 Rs.165.00 Rs.33,000.00

176 8640 40 mm nominal outer dia Pipes RM 200.00 Rs.230.00 Rs.46,000.00

177 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps,including cutting and making good the walls etc.(in Terrace)

1550 G.I. pipes 50 mm dia RM 400.00 Rs.565.25 Rs.226,100.00

178 Providing & fixing ball valve ( brass) of approved quality,High or low pressure, with plastic floats complete:-

179 1924 H.P. or L.P. ball valve with polythene floats: 25 mm dia Nos. 25.00 Rs.230.00 Rs.5,750.00

180 18.40 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality.

181 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required :

1646 G.I. Union 50 mm nominal bore Nos. 150.00 Rs.310.00 Rs.46,500.00

182 1649 Providing and placing on terrace Polyethylene water storage tank with cover and suitable locking arrangement per litre 2,000.00 Rs.6.10 Rs.12,200.00

183 Providing and fixing enclosed type water meter

7418 80 mm dia nominal bore Each 120.00 Rs.2,030.00 Rs.243,600.00

i i) Local Sand CUM 8000 Rs.153.82 Rs.1,230,560.00

ii (ii) Coarse Sand CUM 256 Rs.2,436.88 Rs.623,841.28

iii (iii)Stone Chips CUM 561 Rs.2,232.13 Rs.1,252,224.93

iv iv) Bricks NOS/ 1000 178.415 Rs.843.19 Rs.150,437.74

v v) Cement Mt 539.64 Rs.630.00 Rs.339,973.20

vi vi) Paver Block NOS/ 1000 1.79 Rs.325.78 Rs.583.15

vii vii) GSB CUM 1202 Rs.2,232.13 Rs.2,683,020.26

185 Extra Cost of Materials

viii a) Bricks NOS/ 1000 178.415 Rs.359.04 Rs.64,058.12

ix b)Cement MT 539.64 Rs.231.55 Rs.124,953.64

Total Civil cost Amount = Rs.34,824,491

Grand Total Amount of BOQ In Rs = Rs.36,913,961

Sl. No. BCD/SOR- 2022 Description of Work Unit Nos. LENGTH WIDTH HEIGHT Quantity. Rate Amount

Civil works (Scheduled Items)

1 2.32 Clearing jungle including uprooting or rank vegetation, grass, brush wood, trees and scaplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 100 sqm 40.00 697.40 27896.00

1 2.8 Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.27.1 Filling available excavated earth (exclude rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each oeposited layer by ramming and watering lead.Ali kinds of soil cum 12 1.2 1.2 1 23.04 49.40 1138.18

1 2.3 Supplying and filling in plinth with local sand under floors including, watering, ramming consolidating and dressing complete. cum 1 23 4.5 0.6 1,026.93 287.30 295036.99

#REF! MASONRY WORK

#REF! 6.1A Brick work with bricks of class designation 100A in foundation and plinth in:

#REF! 6.1.14A cement mortar 1:6 (1 cement : 6 coarse sand) cum 1 180 0.9 0.25 43.99 4,819.90 212027.40

1 6.3A Brick work in superstructure above plinth level upto floor V cum 1 280 3.3 0.25 259.88 842.20 218870.94

1 6.18A Half brick masonry with brick of class designation 100A in foundation and plinth.

2 6.18.4A Cement motar 1:4 (1cement : 4coarse sand) sqm 1 65 3.3 0.25 74.25 599.30 44498.03

1 6.19A Extra for half brick masonry in superstructure above plinth level upto V floor level. sqm 1 35 3.3 0.25 49.50 89.70 4440.15

1 6.21A Extra for providing and placing in position 2Nos. 6mm dia. MS bars at every third third course of half brick masonry (with F.P.S. brick) sqm 1 35 3.3 0.25 49.50 113.60 5623.20

1 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :

6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) - 250 mm th Brick work

1 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,

1 CEMENT CONCRETE WORK

2 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shutering-all work upto plinth level.

3 4.1.3 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) cum 14 1 1 0.075 9.15 3,998.10 36582.62

1 4.1.5 1:3:6 (1 Cement; 3 coarse sand :6 graded stone aggregate 20 mm nominal size) cum 80 0.25 1 0.005 0.38 3,434.00 1304.92

10 4.11 Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4(1cement:2:2 coarse sand :4 graded stone aggregate 20mm nominal size) sqm 80 0.25 1 0.01 0.34 245.60 83.50

1 4.12 Extra for providing and mixing water prooding material in cement concrete work in the proportion recommended by the manufacturers. per 50 kg cement 550 500.00 57.16 28580.00

1 REINFORCED CEMENT CONCRETE WORK

2 5.37 Providing and laying in position ready mixed concrete manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. M-25 grade Reinforced cement concrete by using 330 kg of cement per cum of concrete.

3 5.37.1 All work upto plinth level

Foundation, Columns till plinth cum 22 1 1 0.3 26.30 5,562.40 146291.12

1 5.37.2 All work from plinth level upto floor V level

2 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.

3 4.1.2 1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

For Plinth Beam of Boundary Wall cum 1 220 0.25 0.075 4.13 4420.80 18235.80

1 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering,shuttering,finishing and reinforcement-All work puto plinth leve

1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

Plinth Beam (Boundary Wall) cum

Column (Boundary Wall) cum 74 0.3 0.25 1.8 24.49 4688.30 114816.47

5 5.3 + 5.33B.4 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominalsize). Providing M-15grade R.C.C instead of M-20 grade R.C.C. cum 4.018 5719.70 22981.75

1 4.30 Centring and shuttering including strutting, propping etc. and removal of form for:

2 4.31 Foundations,footings, bases Columns sqm 22 1.2 1.2 0.5 18.72 211.10 3951.79

16 4.3.3 Columns, piers.abutments, pillars,posts and struts sqm 22 1.2 1 4 271.32 494.40 134140.61

Reinforcement for R.C.C work including straighting,cutting bending,Placing in position and binding all complets.

1 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia kg 36,800.00 94.50 3477600.00

#REF! 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia kg 17,930.00 92.60 1660318.00

#REF! 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia kg 11,600.00 90.80 1053280.00

1 5.22.7D Thermo-Mechanically Treated bars TMT Fe-500- 16mm dia kg 12,500.00 91.70 1146250.00

13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of near cement 0.00

#REF! FINISHING WORK

#REF! 13.1 12mm cement plaster of mix:

#REF! 13.1 15mm cement plaster of mix :

#REF! 13.11.1+ 13.26 Providing 12 mm cement plaster of mix of CM 1:3 (1 cement:3 coarse sand) With Neat cement punning etc. sqm 153.672 204.80 31472.03

1 13.11.1 Providing 12 mm cement plaster of mix of CM 1:3 (1 cement:3 coarse sand) sqm 28.980 164.30 4761.41

18 WOOD & ALUMINIUM WORK

19 26.87 Providing and fixing factory made single extruded WPC {Wood Polymer Composite} solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 Suspension Grade), calcium carbonate and natural fibers {wood powder/ rice husk/wheat husk) and non toxic additives {maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800N {Face) & 900N (Edge), minimum compressive strength 50 N/mm, modulus of elasticity 850 N/mm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In• Charge. {Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)

1 9.53 Providing 40 x 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bots, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) each 7 4 1 1 68.00 130.80 8894.40

26 9.100 Providing and fixing alluminium handles anodised(anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with necessary screws etc. complete:

1 82.00 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.

2 Granite black

1 8.50 Extra for providing opening of required size & shape for wash basins / kitchen sink in kitchen platform, vanity counters and similar location in marble/stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edges etc. complete. opening 5 5.00 428.20 2141.00

1 11.37 Providing and laying Ceramic glazed floor tiles 300 x 300mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20mm thick Cement Mortar 1:4 (1 Cement: 4 Coarse sand) including pointing the joints with white cement and matching pigment etc. complete. sqm 1 25 9 1 284.50 686.80 195394.60

11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacture) of approved make in all colours, shades except begundy, bottle green,black of any size as approved by Engineer-in-chage in skirting, risers of steps and dados over 12mm thick bed of Cement Mortar 1:3 (1 Cement:3 Coarse sand ) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. sqm 55 2.2 121.00 795.00 96195.00

8 11.26 Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete.

19 13.80a.1 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. sqm 2,142.00 81.10 173716.20

1 13.9 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade.

2 13.92.2 Two or more coat on new surface. sqm 2,142.00 86.40 185068.80

#REF! 13.40A Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. Sqm 370.00 127.90 47,323.00

#REF! 13.45.1 New work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm Sqm 370.00 215.20 79,624.0000

#REF! 13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications.

#REF! 13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm. Sqm 370.00 117.30 43,401.00

#REF! 10.32.2 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

In gratings, frames, guard bar, ladders, railings, brackts. gates &similar works. @60kg /sqm Kg 1 220 60 1 13,200.00 114.60 1,512,720.00

28 13.46A Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade

29 13.46A.1 New work (Two or more coats applied @ 1.43 ltr/ 10 sqm.over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). sqm 2,142.00 132.50 283815.00

#REF! 12.39 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 mx1 mx400 micron, finished 12 mm cement plaster 1:3 (1 cement:3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete sqm 10.00 189.40 1894.00

1 22.19 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/sqm. by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ltr and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :

3 22.21 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100%polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. sqm 1 8.5 7 59.50 85.20 5069.40

2.37.1 Along external wall where the apron is not provided using chemical imulsion @ 7.5 liters / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete:

1 2.37.2.1 With chlorpyriphos/Lindone E.C. 20% with 1% concentration M 8 10 1 1 110.00 39.90 4389.00

2 22.21 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100%polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. sqm 1 8.5 7 59.50 85.20 5069.40

PROPOSED CONSTRUCTION OF BUS STAND,NARKATIYAGANJ,BIHAR

Sl. No. BCD/SOR- 2022 Description of Work Unit Nos. LENGTH WIDTH HEIGHT Quantity. Rate Amount

Civil works (Scheduled Items)

1 2.32 Clearing jungle including uprooting or rank vegetation, grass, brush wood, trees and scaplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 100 sqm 40.00 697.40 27896.00

1 2.8 Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

1 2.8 Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2 2.8 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m

For Boundary Wall (Plinth Beam)

3 2.27.1 Filling available excavated earth (exclude rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each oeposited layer by ramming and watering lead.Ali kinds of soil cum 12 1.2 1.2 1 17.28 49.40 853.63

3 2.27.1 Filling available excavated earth (exclude rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each oeposited layer by ramming and watering lead.Ali kinds of soil cum 4 1.2 1.2 1 5.76 49.40 284.54

4 2.3 Supplying and filling in plinth with local sand under floors including, watering, ramming consolidating and dressing complete. cum 1 23 4.5 0.6 62.10 287.30 17841.33

4 2.3 Supplying and filling in plinth with local sand under floors including, watering, ramming consolidating and dressing complete. cum 1 8.5 7 0.6 35.70 287.30 10256.61

4 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cum 1 220 0.25 0.075 4.13 287.30 1,185.11

24 2.3 Supplying and filling in plinth with local sand under floors including, watering, ramming consolidating and dressing complete. cum 925 287.3 265752.50

8 6.1A Brick work with bricks of class designation 100A in foundation and plinth in:

9 6.1.14A cement mortar 1:6 (1 cement : 6 coarse sand) cum 1 180 0.9 0.25 40.50 4,819.90 195205.95

#REF! 6.1A Brick work with bricks of class designation 100A in foundation and plinth in:

#REF! 6.1.14A cement mortar 1:6 (1 cement : 6 coarse sand) cum 1 15.5 0.9 0.25 3.49 4,819.90 16809.40

10 6.3A Brick work in superstructure above plinth level upto floor V cum 1 280 3.3 0.25 231.00 5,662.10 1307945.10

#REF! 6.3A Brick work in superstructure above plinth level upto floor V cum 1 35 3.3 0.25 28.88 5,662.10 163493.14

11 6.18A Half brick masonry with brick of class designation 100A in foundation and plinth.

12 6.18.4A Cement motar 1:4 (1cement : 4coarse sand) sqm 1 65 3.3 0.25 53.63 599.30 32137.46

#REF! 6.18A Half brick masonry with brick of class designation 100A in foundation and plinth.

#REF! 6.18.4A Cement motar 1:4 (1cement : 4coarse sand) sqm 1 25 3.3 0.25 20.63 599.30 12360.56

13 6.19A Extra for half brick masonry in superstructure above plinth level upto V floor level. sqm 1 35 3.3 0.25 28.88 89.70 2590.09

#REF! 6.19A Extra for half brick masonry in superstructure above plinth level upto V floor level. sqm 1 25 3.3 0.25 20.63 89.70 1850.06

14 6.21A Extra for providing and placing in position 2Nos. 6mm dia. MS bars at every third third course of half brick masonry (with F.P.S. brick) sqm 1 35 3.3 0.25 28.88 113.60 3280.20

#REF! 6.21A Extra for providing and placing in position 2Nos. 6mm dia. MS bars at every third third course of half brick masonry (with F.P.S. brick) sqm 1 25 3.3 0.25 20.63 113.60 2343.00

#REF! 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :

6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) - 250 mm th Brick work

5 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,

15 CEMENT CONCRETE WORK

16 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shutering-all work upto plinth level.

17 4.1.3 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) cum 14 1 1 0.075 1.05 3,998.10 4198.01

#REF! 4.1.3 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) cum 4 1 1 0.075 0.30 3,998.10 1199.43

#REF! 4.1.4 1:3:6 (1 Cement; 3 coarse sand :6 graded stone aggregate 20 mm nominal size) cum 30 0.25 1 0.005 0.04 3,879.40 145.48

18 4.1.5 1:3:6 (1 Cement; 3 coarse sand :6 graded stone aggregate 20 mm nominal size) cum 80 0.25 1 0.005 0.10 3,434.00 343.40

19 4.1.6 1:3:6 (1 Cement; 3 coarse sand :6 graded stone aggregate 20 mm nominal size) cum 80 0.25 1 0.01 0.20 3,279.80 655.96

#REF! 4.1.5 1:3:6 (1 Cement; 3 coarse sand :6 graded stone aggregate 20 mm nominal size) cum 30 0.25 1 0.01 0.08 3,434.00 257.55

20 4.11 Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4(1cement:2:2 coarse sand :4 graded stone aggregate 20mm nominal size) sqm 80 0.25 1 0.01 0.20 245.60 49.12

#REF! 4.11 Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4(1cement:2:2 coarse sand :4 graded stone aggregate 20mm nominal size) sqm 55 0.25 1 0.01 0.14 245.60 33.77

21 4.12 Extra for providing and mixing water prooding material in cement concrete work in the proportion recommended by the manufacturers. per 50 kg cement 550 250.00 57.16 14290.00

#REF! 4.12 Extra for providing and mixing water prooding material in cement concrete work in the proportion recommended by the manufacturers. per 50 kg cement 250 250.00 57.16 14290.00

22 REINFORCED CEMENT CONCRETE WORK

23 5.37 Providing and laying in position ready mixed concrete manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. M-25 grade Reinforced cement concrete by using 330 kg of cement per cum of concrete.

24 5.37.1 All work upto plinth level

Columns till plinth cum 22 0.25 0.5 0.9 2.48 5,562.40 13766.94

#REF! 5.37.1 All work upto plinth level

Columns till plinth cum 4 0.25 0.3 0.9 0.27 5,562.40 1501.85

25 5.37.2 All work from plinth level upto floor V level

#REF! 5.37.2 All work from plinth level upto floor V level

6 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.

7 4.1.2 1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

For Plinth Beam of Boundary Wall cum 1 220 0.25 0.075 4.13 4420.80 18235.80

8 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering,shuttering,finishing and reinforcement-All work puto plinth leve

1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

Plinth Beam (Boundary Wall) cum 1 220 0.25 0.3 16.50 4688.30 77356.95

Column (Boundary Wall) cum 74 0.3 0.25 1.8 9.99 4688.30 46836.12

4 5.3 + 5.33B.4 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominalsize). Providing M-15grade R.C.C instead of M-20 grade R.C.C. cum 4.018 5719.70 22981.75

26 4.30 Centring and shuttering including strutting, propping etc. and removal of form for:

27 4.31 Foundations,footings, bases Columns sqm 22 1.2 1.2 0.5 15.84 211.10 3343.82

#REF! 4.31 Foundations,footings, bases Columns sqm 4 1.2 1.2 0.5 2.88 211.10 607.97

28 4.3.3 Columns, piers.abutments, pillars,posts and struts sqm 22 1.2 1 4 105.60 494.40 52208.64

#REF! 4.3.3 Columns, piers.abutments, pillars,posts and struts sqm 4 1.2 1 4 19.20 494.40 9492.48

5.9.6 Columns, Pillars, Piers, Abutments, Post and struts

Column (Boundary Wall) Sqm 74 1.1 1.8 146.52 494.40 72439.49

#REF! Reinforcement for R.C.C work including straighting,cutting bending,Placing in position and binding all complets.

#REF! 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia kg 18,000.00 94.50 1701000.00

#REF! 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia kg 800.00 94.50 75600.00

#REF! 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia kg 18,000.00 94.50 1701000.00

#REF! 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia kg 15,300.00 92.60 1416780.00

#REF! 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia kg 1,200.00 92.60 111120.00

#REF! 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia kg 9,000.00 90.80 817200.00

#REF! 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia kg 450.00 90.80 40860.00

#REF! 5.22.7D Thermo-Mechanically Treated bars TMT Fe-500- 16mm dia kg 8,000.00 91.70 733600.00

#REF! 5.22.7E Thermo-Mechanically Treated bars TMT Fe-500- 20mm dia kg 4,000.00 91.70 366800.00

#REF! 5.22.7D Thermo-Mechanically Treated bars TMT Fe-500- 16mm dia kg 200.00 91.70 18340.00

#REF! 5.22.7E Thermo-Mechanically Treated bars TMT Fe-500- 20mm dia kg 300.00 91.70 27510.00

#REF! 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of near cement 0.00

#REF! FINISHING WORK

#REF! 13.1 12mm cement plaster of mix:

#REF! 13.1 15mm cement plaster of mix :

2 13.11.1+ 13.26 Providing 12 mm cement plaster of mix of CM 1:3 (1 cement:3 coarse sand) With Neat cement punning etc. sqm 153.672 204.80 31472.03

3 13.11.1 Providing 12 mm cement plaster of mix of CM 1:3 (1 cement:3 coarse sand) sqm 28.980 164.30 4761.41

#REF! WOOD & ALUMINIUM WORK

#REF! 26.87 Providing and fixing factory made single extruded WPC {Wood Polymer Composite} solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 Suspension Grade), calcium carbonate and natural fibers {wood powder/ rice husk/wheat husk) and non toxic additives {maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800N {Face) & 900N (Edge), minimum compressive strength 50 N/mm, modulus of elasticity 850 N/mm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In• Charge. {Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)

#REF! 9.53 Providing 40 x 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bots, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) each 7 4 1 1 28.00 130.80 3662.40

#REF! 9.53 Providing 40 x 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bots, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) each 10 4 1 1 40.00 130.80 5232.00

#REF! 9.100 Providing and fixing alluminium handles anodised(anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with necessary screws etc. complete:

#REF! 9.100 Providing and fixing alluminium handles anodised(anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with necessary screws etc. complete:

#REF! STONE WORK

#REF! 82.00 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.

#REF! Granite black

#REF! 8.2.1.1 Area of slab upto 0.50 sqm sqm 5 3 0.6 1 9.00 2458.00 22122.00

#REF! 8.50 Extra for providing opening of required size & shape for wash basins / kitchen sink in kitchen platform, vanity counters and similar location in marble/stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edges etc. complete. opening 5 5.00 428.20 2141.00

#REF! FLOORING WORK

#REF! 11.37 Providing and laying Ceramic glazed floor tiles 300 x 300mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20mm thick Cement Mortar 1:4 (1 Cement: 4 Coarse sand) including pointing the joints with white cement and matching pigment etc. complete. sqm 1 25 9 1 225.00 686.80 154530.00

#REF! 11.37 Providing and laying Ceramic glazed floor tiles 300 x 300mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20mm thick Cement Mortar 1:4 (1 Cement: 4 Coarse sand) including pointing the joints with white cement and matching pigment etc. complete. sqm 1 8.5 7 1 59.50 686.80 40864.60

#REF! 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacture) of approved make in all colours, shades except begundy, bottle green,black of any size as approved by Engineer-in-chage in skirting, risers of steps and dados over 12mm thick bed of Cement Mortar 1:3 (1 Cement:3 Coarse sand ) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. sqm 55 2.2 121.00 795.00 96195.00

#REF! 11.26 Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete.

#REF! 13.80a.1 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. sqm 1,680.00 81.10 136248.00

#REF! 13.80a.1 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. sqm 462.00 81.10 37468.20

#REF! 13.9 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade.

#REF! 13.92.2 Two or more coat on new surface. sqm 1,680.00 86.40 145152.00

#REF! 13.9 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade.

#REF! 13.92.2 Two or more coat on new surface. sqm 462.00 86.40 39916.80

#REF! 13.40A Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. Sqm 370.00 127.90 47,323.00

#REF! 13.45.1 New work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm Sqm 370.00 215.20 79,624.0000

#REF! 13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications.

#REF! 13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm. Sqm 370.00 117.30 43,401.00

#REF! 10.32.2 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

In gratings, frames, guard bar, ladders, railings, brackts. gates &similar works. @60kg /sqm Kg 1 220 60 1 13,200.00 114.60 1,512,720.00

#REF! 13.46A Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade

#REF! 13.46A.1 New work (Two or more coats applied @ 1.43 ltr/ 10 sqm.over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). sqm 1,680.00 132.50 222600.00

#REF! 13.46A.1 New work (Two or more coats applied @ 1.43 ltr/ 10 sqm.over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). sqm 462.00 132.50 61215.00

#REF! 12.39 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 mx1 mx400 micron, finished 12 mm cement plaster 1:3 (1 cement:3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete sqm 6.00 189.40 1136.40

#REF! 12.39 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 mx1 mx400 micron, finished 12 mm cement plaster 1:3 (1 cement:3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete sqm 4.00 189.40 757.60

#REF! WATER PROOFING WORK

#REF! 22.19 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/sqm. by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ltr and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :

#REF! 22.21 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100%polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. sqm 1 8.5 7 59.50 85.20 5069.40

5 2.37.1 Along external wall where the apron is not provided using chemical imulsion @ 7.5 liters / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete:

6 2.37.2.1 With chlorpyriphos/Lindone E.C. 20% with 1% concentration M 8 10 1 1 80.00 39.90 3192.00

#REF! 2.37.2.1 With chlorpyriphos/Lindone E.C. 20% with 1% concentration M 3 10 1 1 30.00 39.90 1197.00

20.2.1 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 300 mm dia piles

For Boundary Wall

Total Length Of Boundary Wall Mtr 74 3 222.00 902.60 200377.20

1 Septic Tank & Soak pit

5 19.30.1.1 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions Each 4 4266.80 17067.20

6 19.32.1 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. Each 2 33603.40 67206.80

8 24.1.1.1 Boring/drilling bore well of required dia for casing/ strainer pipe by suitable method 300mm dia etc all complete job as per building specification & direction of E/I. meter 90.00 486.80 43812.00

9 24.3.2 Supplying assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well casing (CM) pipe of required 150mm dia etc all complete job as per building specification & direction of E/I. meter 80.00 660.10 52808.00

10 24.4.2 Supplying assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipe of required 150mm dia etc all complete job as per building specification & direction of E/I. meter 10.00 673.50 6735.00

11 24.8 Gravel packing in tubewell construction in accordance with IS:4097 including providing gravel line/medium /coarse in required grading and sizes etc all complete job as per building specification & direction of E/I. cum 4.24 1343.20 5695.17

12 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. hour 10.00 916.80 9168.00

13 24.13.2 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe 150mm dia etc all complete job as per building specification & direction of E/I. Each 1.00 210.70 210.70

14 24.14.2 Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell 150mm dia etc all complete job as per building specification & direction of E/I. Each 1.00 1531.40 1531.40

15 24.15.2 Providing and fixing bail plug/bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (Part_1) 150mm dia etc all complete job as per building specification & direction of E/I. Each 1.00 281.80 281.80

16 24.11.2 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed / plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture,including hire & labour charges, fittings & accessories, all complete,for all depths, as per direction ofEngineer -in-charge. meter 2.50 1727.20 4318.00

17 NS Supplying one H.P. Cromoton gravel submersible pump strainer with all accossories for running condition etc all complete job as per building specification & direction of E/I. no 1.00 18000.00 18000.00

19 6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in :Cement mortar 1 : 4 (1 cement: 4 coarse sand ) cum 5.156 5017.90 25872.29

20 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) cum 0.513 4688.30 2405.10

21 0362B Supplying brick bat for filling in recharge pit etc all complete job. cum 2.462 1198.67 2951.13

22 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of near cement sqm 6.990 203.60 1423.16

23 Campus development and Approached road Work

25 Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.

4.01b (iii) Rate per cum for grading-III Material cum 925 1612.84 1491877

26 RCD12.08 Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications of grade M25 by manual placing cum 650 6490.04 4218526.00

26 RCD 6.2 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. kg 32750 93.84 3073260.00

27 4.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) cum 24.88 4420.80 109989.50

28 16.91.2 Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer- in-Charge. sqm 55.79 778.00 43404.62

29 RCD 8.15 (b Flexible Median Marker (FMM) as per IRC 79:2019 Supplying and Installation of Flexible Median Marker made up of plastic body moulded from flexible thermoplastic.Flexible Median Marker (FMM) should be used for improving median visibility during dark hours, Use of Median Marker provides safety against collision happening wih median during night time, or severe weather. Flexible Median Markers shall be provided with fluorescent yellow colour retro-reflective sheeting Type XI as per IRC 67, Flexible Median Marker shall be of tough, high impact resistant, injection-molded, thermoplastic body with property of flexibility to provide high durability and U shape structure having rebound/ bounce back property. The sheeting shall be of Type XI conforming to IRC:67 and it should be on both the faces whereby providing minimum reflectivity at longer distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the injection moulding process. FMM shall be fixed by a combination of epoxy adhesive and grouting/drilling on concrete medians or properly constructed solid medians. Height :The marker height shall be a minimum of 180 mm, width 120 mm & Body thickness 6.5 mm. The shank shall not be less than 20 mm and depth shall not be less than 30 mm, Reflective Area: Shall not be less than 90 cm square. Proof of the same report shall be uploaded while quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casting body of FMM shall withstand 50 kgf tensile loads conforming to ASTM D638 method. Each 20 358.88 7177.66

30 L/S Design engineering manufacturing transport supply errection commissioning ant testing of complete high mast lighting system with rising and lowering mechanism,power tolls motor,feeder pillar,push button station with all accessories to maintain a required lux level including 25 meter height each 1 898902.5 898902.50

31 8.13 Supply and erection of 6 metre height Hot-dip galvanized octagonal street light pole with following arm with top dia 70 mm and bottom dia A/F 130 mm, made of 3 mm thick sheet along with base plate of size 220 x 220 x 12 mm, small door opening for junction box mounting with MCB & connector, cement concrete of 1:3:6 including excavation, fefilling and suitable size foundation bolts with template and all complete job as required. (but without pole collar)

33 5.13 Supplying and fixing following LED street/Flood light with die cast aluminium housing for ingress protection of IP65 and complete with all accessories etc on pole/building including connection and earthing the body etc. as required.

34 5.13.1 65/70 watt Street light Each 10 5570.00 55700.00

35 1.15 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/recessed PVC conduit as reqd.

37 14.15 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc conforming to IS 14930 part II complete with fitting and cutting jointing etc in the existing trench, complete as req

38 14.15.1 63mm dia (OD-63mm & ID-51 mm nominal) Each 800 109.00 87200.00

39 1.15 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/recessed PVC conduit as reqd.

41 Lightning conducter

42 4.2 Providing and fixing lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong on top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as reqd. Each 4 188.00 752.00

43 4.4 Jointing copper/G.I. tape (with another copper/GI tape, base of the finial or any other metallic object) by riverting/nut bolting sweating and soldering etc. as reqd. Each 8 87.00 696.00

44 4.7 Providing and fixing G.I. tape 20 mm x 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (for horizontal run) Mtr. 125 71.00 8875.00

45 4.8 Providing and fixing G.I. tape 20 mm x 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (for vertical run) Mtr. 40 99.00 3960.00

46 4.11 Providing and fixing testing joint, made of 20 mm x 3 mm thick copper strip, 125 mm long, with 4 nos. of tinned brass bolts, nuts, chuk nuts and spring washers etc. complete as reqd. Mtr. 4 247.00 988.00

47 3.2 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required. Set 2 5125.00 10250.00

48 3.11 Supplying and laying 25mm x 5mm G.I. strip in 40 mm dia G.I. pipe from earth electrode, including connection with G.I. nut, bolt, spring, washer excavation and refilling etc. as reqd. Mtr. 20 487.00 9740.00

SUB-HEAD-I: CIRCUIT CUM POINT WIRING

1.1) 1.10 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 modular 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.

a) 1.10.3 Group-C (Primary point ) Point 75.00 990.00 74,250.00

1.2) 1.55 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.

a) 1.55.3 Group-C (looping point ) Point 125.00 640.00 80,000.00

1.3) 1.11 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 modular 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. Point 22.00 1,057.00 23,254.00

1.4) 1.56 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 Nos. 3 pin 5/6 A modular socket outlet and 2 Nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). Each 60.00 582.00 34,920.00

1.5) 1409 Supplying and fixing Stepped type modular Fan regulator, (2 module) Each 15.00 246.40 3,696.00

1.6) 1412 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. Each 20.00 14.00 280.00

1.7) 1406 5 pin 5/6 amps, modular socket outlet, ISI marked Each 10.00 74.90 749.00

1.8) 1403 S.P. 5/6 amps, one way modular switch, ISI marked Each 5.00 39.30 196.50

1.9) 1407 Supplying and fixing 6 pin 15/16 amps, modular socket outlet, ISI marked Each 10.00 116.20 1,162.00

1.10. 1405 S.P. 15/16 amps, one way modular switch, ISI marked Each 10.00 79.80 798.00

1.11. 1.57 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, “C” curve including connections, painting etc. as required. Each 10.00 639.00 6,390.00

PVC/ METAL BOXES

1.12. 1301 Modular GI box for 2 module Each 18.00 30.75 553.50

1.13. 1303 Modular GI box for 4 module Each 10.00 49.00 490.00

1.14. 1414 Modular base & cover plate for 2 module Each 18.00 42.00 756.00

1.15. 1416 Modular base & cover plate for 4 module Each 10.00 57.40 574.00

1.16. PVC INSULATED COPPER CONDUCTOR WIRES

a) 1101 1.5 sq. mm ISI marked, PVC insulated single core copper conductor cable Metre 600.00 11.99 7,194.00

b) 1102 2.5 sq. mm ISI marked, PVC insulated single core copper conductor cable Metre 105.00 19.25 2,021.25

c) 1103 4.0 sq. mm ISI marked, PVC insulated single core copper conductor cable Metre 40.00 28.37 1,134.80

d) 1104 6.0 sq. mm ISI marked, PVC insulated single core copper conductor cable Metre 50.00 42.70 2,135.00

e) 1105 10 sq. mm ISI marked, PVC insulated single core copper conductor cable Metre 430.00 67.94 29,214.20

f) 1106 16 sq. mm ISI marked, PVC insulated single core copper conductor cable Metre 150.00 106.24 15,936.00

g) 1107 25 sq. mm ISI marked, PVC insulated single core copper conductor cable Metre 200.00 165.38 33,076.00

2.1 1745 Supplying and fixing following 4 way (4+12) TPN MCB DB, double door, horizontal testing and commissioning etc. as required. Each 5.00 1,620.00 8,100.00

2.2) 1747 Supplying and fixing following 8 way (4+24) TPN MCB DB, double door, horizontal type testing and commissioning etc. as required. Each 10.00 2,601.90 26,019.00

2.3) Supplying and fixing 6 amps. To 32 amps ratings, SP MCB, "C" curve testing and commissioning etc. as required.

a) 1701 10 KA breaking capacity Each 45 122.00 5,490.00

2.4) 1716 Supplying and fixing Blanking plate, single pole etc. as required. Each 50 9.36 468.00

2.5) Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.

a) 1714 63 amps. , 4 pole isolator Nos. 2.00 514.40 1,028.80

b) 1715 100 amps. , 4 pole isolator Nos. 4.00 720.75 2,883.00

2.6) Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.

a) 1718 40 amps. rating, 2 pole RCCB, 100mA/ 300mA Each 2.00 1,602.12 3,204.24

b) 1719 63 amps. rating, 2 pole RCCB, 100mA/ 300mA Each 4.00 1,720.50 6,882.00

2.7) 1856 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Each 2.00 63.00 126.00

3.1) 4.1 Supplying and installing following size of perforated painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc. as required.

a) 4.1.1 100 mm width X 50 mm depth X 1.6 mm thickness Metre 15 476.00 7,140.00

b) 4.1.2 150 mm width X 50 mm depth X 1.6 mm thickness Metre 15 531.00 7,965.00

3.2) 4.2 Supplying and installing following size of perforated painted with powder coating M.S. cable trays bends with perforation not more than 17.5%,, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc. as required.

a) 4.2.1 100 mm width X 50 mm depth X 1.6 mm thickness Each 5 802.00 4,010.00

b) 4.2.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 3 947.00 2,841.00

3.3) 4.3 Supplying and installing following size of perforated painted with powder coating M.S. cable trays Tee with perforation not more than 17.5%, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc. as required.

a) 4.3.1 100 mm width X 50 mm depth X 1.6 mm thickness Each 5 909.00 4,545.00

b) 4.3.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 3 1,072.00 3,216.00

3.4) 4.5 Supplying and installing following size of perforated painted with powder coating M.S. cable trays Reducer with perforation not more than 17.5%, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc. as required.

a) 4.5.1 100 mm width X 50 mm depth X 1.6 mm thickness Each 5 880.00 4,400.00

b) 4.5.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 3 1,023.00 3,069.00

SUB-HEAD - IV :- CONDUITING WIRING AND CABLING FOR TELEPHONE / TV NETWORK SYSTEM

4.1) Supplying and fixing of following sizes of medium class PVC conduit

a) 1201 20 mm dia. ISI marked, PVC conduit RM 200.00 11.03 2,206.00

b) 1202 25 mm dia. ISI marked, PVC conduit RM 200.00 15.40 3,080.00

c) 1203 32 mm dia. ISI marked, PVC conduit RM 200.00 20.85 4,170.00

4.2) Supply, fixing, connecting and testing of telephone/computer/TV modular sockets connectionetc as required.

a) 1410 Telepone socket outlet, modular type Each 45.00 58.80 2,646.00

b) 1411 T.V. socket outlet modular type Each 1.00 54.60 54.60

a) 1116 2 pair, 0.5 sq. mm annealed copper conductor, FR PVC RM 180.00 7.78 1,400.40

b) 1117 4 pair, 0.5 sq. mm annealed copper conductor, FR PVC RM 180.00 10.82 1,947.60

4.5) 1118 Supplying and drawing co-axial TV cable RG-6 grade RM 20.00 15.48 309.60

4.6) Providing, fixing connecting and testing of solder less Television Junction Box of following capacity ties as required in suitable size of m.s. hinged lockable cover box duly painted etc. as required of Krone type.

4.7) 1.53 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed steel/ PVC conduit as required. RM 4.00 49.00 196.00

4.8) Supplying and fixing metal box for tele tag box

a) 1.22.1 75 mm X 75 mm X 60 mm deep PVC/metal box Each 30 18.00 540.00

5.1) 2024 Recess mounted 12 watt LED downlighter complete with all accessories and replaceable electronic driver Each 18.00 624.80 11,246.40

5.2) 2025 Recess mounted 18 watt LED downlighter complete with all accessories and replaceable electronic driver Each 2.00 700.00 1,400.00

5.3) 2015 Single powder coated batten suitable for 1X28 watt T5 lamp complete with electronic ballast etc. MIRROR LIGHT Each 4.00 342.00 1,368.00

5.5) 2325 Regular/standard make 1200 mm sweep ceiling fan. Each 15.00 1,145.00 17,175.00

5.6) 2041 Surface mounted 15/18 watt LED downlighter complete with all accessories and replaceable electronic driver Each 45.00 935.00 42,075.00

5.7) 2051 wall bracket fixture in chrome finish with glass diffuser suitable for single 15 watt CFL/LED lamp Each 4.00 576.00 2,304.00

5.8) 2012 Bulk Head fitting with aluminium alloy body and prismatic glass cover suitable for CFL/ GLS lamp Each 12.00 266.00 3,192.00

6.1) 3.4 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. Nos. 25.00 6,276.00 156,900.00

6.2) 3.6 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. Nos. 25.00 12,831.00 320,775.00

6.3) 3.14 Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. RM 275.00 1,032.00 283,800.00

6.4) 3.20 Providing and fixing earth bus of 50 mm X 5 mm copper strip on surface for connections etc. as required. RM 275.00 1,963.00 539,825.00

6.5) 3.15 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. RM 275.00 150.00 41,250.00

6.6) 3.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/submain wiring/ cable as required. RM 300.00 23.00 6,900.00

6.7) 23.2 S I T C of star rated Aluminium wound distribution Transformer of following rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11,ONAN Cooled & as per BEE star - 1 & BIS approved as per IS 2026- 1977 & losses as defined as per 2014 (Fourth Revision) Level-1 . including standard accessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, temperature rise in winding/oil 35-40 degree C first filling of transformer oil as per IS :335-1953, Epoxy based paint, including carrying of pre-commission Testing & Charging of Transformer complete in all respect .

The Transformer shall be subjected to routine factory tests (as per IS:2026 and IS:1180) including testing from CTL of discom before charging of transformer & complete installaion must be certified from Electrical Inspectorate office as per Indian Electricity rule, (CTL testing charges and Electrical Inspection charges shall be reimbursed by the department to the contractor). All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

6.8) 2213 3.5 core, 240 sq. mm XLPE/PVC insulated sheathed (Heavy duty) armoured electric cable with aluminium conductor Mtr 100.0 789.6 78,960.00

Subhead:- I - Sanitary Fixtures

1.A.1 1955 Providing & fixing of Vitreous china pedestal type water closet testing and commissioning etc. as required. Each 8.00 s

1.A.2 7075 Providing & fixing of Cistern with fittings for Waterless Urinal testing and commissioning etc. as required. Each 5.00 2,200.00 11,000.00

1.A.3 3213 Providing & fixing of Vitreous china Surgeon type wash basin of size 660x460 mm testing and commissioning etc. as required. Each 7.00 1,100.00 7,700.00

1.A.4 7503 Providing & fixing of PTMT - Liquid Soap Container of 400 ml capacity Each 2.00 95.00 190.00

1.A.5 7504 Providing and fixing of PTMT - Towel Ring 215x200x37 mm Each 2.00 110.00 220.00

1.A.6 7509 Providing & fixing of PTMT - Soap Dish/Holder 138x102x75 mm Each 2.00 58.00 116.00

1.A.7 7113 Rectangular shape 453x357 mm Mirror with Plastic moulded frame Each 2.00 290.00 580.00

1.A.8 7259 Providing & fixing of C.P. Brass long body bibcock 15 mm testing and commissioning etc. as required. Each 8.00 500.00 4,000.00

1.A.9 1889 C.P.brass toilet paper holder of standard size Each 8.00 280.00 2,240.00

1.A.10 Providing and fixing PTMT Bottle Trap for Wash basin and sink.testing and commissioning etc. as required.

1.A.11 7493 PTMT - Bottle Trap 31/32 mm Each 8.00 200.00 1,600.00

1.A.12 7494 PTMT - Bottle Trap 38/40 mm Each 8.00 200.00 1,600.00

1.A.13 7261 Providing and fixing of C.P. Brass angle valve 15 mm testing and commissioning etc. as required. Each 8.00 350.00 2,800.00

1.A.14 O593 Providing and fixing of C.P. Brass Extension Nipple (1/2"x2" size) testing and commissioning etc. as required. Each 8.00 40.00 320.00

1.A.15 7863 Providing and fixing of 15 mm nominal bore and 45 cm length PVC connection pipe with P.T.M.T. Nuts testing and commissioning etc. as required. Each 12.00 52.00 624.00

2.A.1 Subhead:- II - Internal Drainage (Rainwater, Soil, Waste & Fittings)

2.A.2 Providing & fixing PTMT grating of approved quality and colour

2.A.3 7409 PTMT grating 100 mm dia Each 10.00 16.00 160.00

2.A.5 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. Each 20.00 344.60 6,892.00

2.A.7 18.77 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. Each 15.00 244.05 3,660.75

Subhead:- III - Internal Water Supply

3.A.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

3.A.2 8636 15 mm nominal outer dia Pipes RM 300.00 49.00 14,700.00

3.A.3 8637 20 mm nominal outer dia Pipes RM 500.00 80.00 40,000.00

3.A.4 8638 25 mm nominal outer dia Pipes RM 200.00 127.97 25,594.00

3.A.5 8639 32 mm nominal outer dia Pipes RM 200.00 165.00 33,000.00

3.A.6 8640 40 mm nominal outer dia Pipes RM 200.00 230.00 46,000.00

3.A.8 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps,including cutting and making good the walls etc.(in Terrace)

3.A.11 Providing & fixing ball valve ( brass) of approved quality,High or low pressure, with plastic floats complete:-

3.A.12 1924 H.P. or L.P. ball valve with polythene floats: 25 mm dia Nos. 25.00 230.00 5,750.00

3.A.14 18.40 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality.

3.A.17 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required :

3.A.18 1646 G.I. Union 50 mm nominal bore Nos. 150.00 310.00 46,500.00

3.A.20 1649 Providing and placing on terrace Polyethylene water storage tank with cover and suitable locking arrangement per litre 2,000.00 6.10 12,200.00

3.A.22 Providing and fixing enclosed type water meter

3.A.23 7418 80 mm dia nominal bore Each 120.00 2,030.00 243,600.00

MATERIAL UNIT Qty Rate

i) Local Sand CUM 8000 153.82 1,230,560.00

(ii) Coarse Sand CUM 256 2,436.88 623,841.28

(iii)Stone Chips CUM 561 2,232.13 1,252,224.93

vi) Paver Block NOS/ 1000 1.79 325.78 583.15

Extra Cost of Materials 0.00

Total Amount 34,849,658.61